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Home My WebLink AboutZP-22-148 - 0045 Hinesburg Road 5/11/202216,900 16,900 The two tenant spaces equal 16,900 SF SITE MAPVICINITY MAPCODE SUMMARYDWG. A221A211A201DRAWING TITLEINTERIOR FINISH PLAN AND DETAILSREFLECTED CEILING PLANFLOOR PLANA601A501A301A701SCHEDULES AND DETAILSINTERIOR ELEVATIONSEXTERIOR ELEVATIONSA231FIXTURE PLACEMENT AND EGRESS PLANA502INTERIOR ELEVATIONS AND DETAILSINDEX OF DRAWINGSENLARGED PLANS AND DETAILS - BACK OF HOUSEA101SITE PLAN AND DETAILSA702A241ROOF PLANA001GENERAL INFORMATIONAPPROVEDName (Owner Representative)APPROVED AS NOTEDREVISE AND RESUBMITTitleDateDEFERRED SUBMITTALS;SIGNAGEFIRE SPRINKLERFIRE ALARMSEISMIC FIXTURE INSTALLATION DRAWINGS (WHEN REQUIRED)LOW VOLTAGE WIRING (WHEN REQUIRED)NOT INCLUDED IN CONSTRUCTION DOCUMENTS. DESIGNED, PERMITTED AND INSTALLED BYOTHERS.EXPANSIONCONSTRUCTION DOCUMENT REVIEWARCHITECTURALE201E101POWER PLANGENERAL LIGHTING PLANMECHANICAL EQUIPMENT POWER PLANE301ELECTRICALWIRING DIAGRAMS AND DETAILSE601SP107SP102SP101ARCHITECTURAL SPECIFICATIONSSPECIFICATIONSARCHITECTURAL SPECIFICATIONSMECHANICAL SPECIFICATIONSELECTRICAL SPECIFICATIONSE100LIGHT FIXTURE SCHEDULE, SYMBOL LEGEND AND NOTES PANEL SCHEDULESE602SP103SP106ARCHITECTURAL SPECIFICATIONSE501SP104ARCHITECTURAL SPECIFICATIONSE502IFS DETAILS, SUPPLEMENTAL EQUIPMENT DETAILS AND ELEVATIONSE102EMERGENCY AND EXIT LIGHTING PLANDIMMING CONTROL DETAILSSP105ARCHITECTURAL SPECIFICATIONSP101M101MECHANICAL PLANPLUMBING PLANSPLUMBINGMECHANICALM201MECHANICAL SCHEDULESP103ROOF PIPING PLANM301MECHANICAL DETAILSP301PLUMBING DETAILSM100MECHANICAL NOTES AND LEGENDSA000TITLE SHEETFOUNDATION PLANROOF FRAMING PLANSECTIONS AND DETAILSP100GENERAL FIRE PROTECTION STANDARDSVESTIBULE PLAN AND DETAILS45 HINESBURG ROADS. BURLINGTON, VT 05403STORE 526EXPANSION SCOPE(NO SUBSTITUTES ACCEPTED)REQUIRED VENDOR LISTREQUIRED SPECIFICATION (PURCHASE LOCAL TO PROJECT SITE BY G.C.)TENANT VENDOR CONTACT LIST** NATIONAL ACCOUNT VENDOR ITEMS, AS LISTED IN THE CONSTRUCTION CONTRACT WILL BEDIRECTLY PURCHASED BY TENANT. G.C. SHALL COORDINATE DELIVERY AND STAGING AND WILLBE RESPONSIBLE FOR MANAGING THE INSTALLATION.REQUIRED SPECIFICATION (PURCHASE DIRECTLY FROM VENDOR BY G.C.)ACOUSTICAL CEILING SYSTEMARMSTRONG COMMERCIAL CEILINGS2500 COLUMBIA AVE.LANCASTER, PA 17604LISA CAVATAIO (800-442-4212 x1)armstrongCSA@armstrong.comPAINTTHE SHERWIN WILLIAMS COMPANY10740-C BROADWAY AVE.GARFIELD HEIGHTS, OH 44125CHUCK JENNISON (216-554-5737)charles.jennison@sherwin.comACCT. #2196-5387-0STAINLESS STEEL COLUMN WRAPRETAIL SPECIALTY, INC.14026 SIMONE DRIVESHELBY TWP., MI 48315DAN HICKEY (586-566-7716)rsiceo@yahoo.comMILLWORK PACKAGE & WINDOW SILLS (PURCHASED BYJOANN STORES, RECEIVED AND INSTALLED BY GC)OFF THE WALLPETE IBACH (267-372-2669)pete.ibach@offthewall.netKYLE SIMMONS (267-300-7978)kyle.simmons@offthewall.netSIGNAGE/GRAPHICS - INTERIOR SALES(PURCHASED BY JOANN STORES, RECEIVED ANDINSTALLED BY GC)YUNKER INDUSTRIESKELLY MANN-KEKICH (972-403-1525)SLAB MOISTURE TESTINGINDEPENDENT FLOOR TESTING & INSPECTION, INC.JAMES POULIOT (925-305-2907)WINDOW SHADES/INSTALLATION (PURCHASEDBY JOANN STORES, RECEIVED AND INSTALLEDBY GC)ROLL-A-SHADECHRISTINA DAVIS (951-245-5077 x123)LOW VOLTAGE WIRINGBAILIWICK7630 COMMERCE WAYEDEN PRAIRIE, MN 55344KIMSOR HENG (952-556-3927)kheng@bailiwick.onmicrosoft.comFLOORING - POLISHED CONCRETECPR2064 HWY 116CARYVILLE, TN 37714BRENT SABINO (865-630-1137) bsabino@cprconcrete.com*AUTOMATIC SLIDING DOORSASSA ABLOY ENTRANCE SYSTEMS300 HORIZON CENTER, SUITE 302HAMILTON, NJ 08691PAM HOMYAK (609-249-9502)pam.homyak@assaabloy.com***FIRE EXTINGUISHER COMMISSIONINGCOMMERCIAL FIRE2465 ST. JOHN BLUFF RD. SOUTHJACKSONVILLE, FL 32246EMILY EDWARDS (800-241-1277 X7172)JOANN@COMMERCIALFIRE.COMVENDOR # 301835**RESTROOM ACCESSORIESD.H. PACE DOOR SERVICES2146 E. PYTHIAN AVE.SPRINGFIELD, MO 65802ADAM WEST (417-873-1860)PAUL SENNE (417-831-5585)JAS@dhpace.comSIGNAGE/PLAQUES - INTERIOR ROOMSD.H. PACE DOOR SERVICES2146 E. PYTHIAN AVE.SPRINGFIELD, MO 65802ADAM WEST (417-873-1860)PAUL SENNE (417-831-5585)JAS@dhpace.comFINAL INSTALLATION TO BE BY THENATIONAL ACCOUNT VENDOR*02/09/22 ver.*SIGNAGE - BUILDINGAPEX SIGN GROUP2570 BLVD OF THE GENERALS, SUITE 225NORRISTOWN, PA 19403ROB SCIARRA (484-849-1341)JACKIE DANCHO (484-629-4580)JAS@apexsigngroup.comVENDOR # 317206COMPACTOR AND BALERBACE, LLC322 WEST 22ND ST.CHARLOTTE, NC 28206PAUL DOMANICO (267-312-1117)pdomanico@bacecorp.comALARM (FIRE ALARM/SECURITY ALARM)SECURITAS3800 TABS DRIVEUNIONTOWN, OH 44685KRIS KULICK (330-232-0352)KRISTOPHER.KULICK@SECURITASES.COMJEANNINE GALLEGO (914-872-4316)JEANNINE.GALLEGO@SECURITASES.COMVENDOR # 302854DOORS/DOOR FRAMES/DOOR HARDWARED.H. PACE DOOR SERVICES218 E. 11TH AVE.NORTH KANSAS CITY, MO 64116TRISHIA ROBERTS (417-873-1878)PAUL SENNE (417-831-5585 X 5102)ADAM WEST (417-873-1860)JAS@dhpace.comVENDOR # 296276ELECTRICAL POWER WALLCRESCENT ELECTRIC SUPPLY COMPANY5520 CLOVERLEAF PKWY. #4815VALLEY VIEW, OHIO 44125SHANNON SKODA (216-618-3885)joannstores@cesco.comENERGY MANAGEMENTROTH BROTHERS3847 CRUM RDYOUNGSTOWN, OH 44515-0209BEN RIVERA (800-872-7684)ben.rivera@sodexo.comVENDOR #101056HVAC EQUIPMENT/CURBS/EXHAUSTGARDINER (DAIKIN)31200 BAINBRIDGE RD.P.O. BOX 39280SOLON, OH 44139SHARON DORN (440-248-3400 X1490)Sdorn@whgardiner.comVNEDOR # 154102 + 215301ELECTRICAL & LIGHTING PACKAGECRESCENT ELECTRIC SUPPLY COMPANY5520 CLOVERLEAF PKWY. #4815VALLEY VIEW, OHIO 44125SHANNON SKODA (216-618-3885)joannstores@cesco.comDOCK DOORS/DOCK EQUIPMENTCORNELL STOREFRONT SYSTEMS140 MAFFETT ST. #2WILKES-BARRE, PA 18705KRISTA BONAVINA (800-882-6773 X620)kbonavina@cornellstorefronts.comVESTIBULE CARPET TILE/WALL PANEL/CORNER GUARDSHAINES, JONES, & CADBURY (HJC)2706 SE OTIS CORLEY DR, STE 6BENTONVILLE, AR 72712ARONETTE TEICHMANNaronette.teichmann@hjcinc.comBERRY JONES (479-657-0820)berry.jones@hjcinc.comVENDOR # 315898DWG. DRAWING TITLEDWG. DRAWING TITLEENLARGED PLANS - VESTIBULESTRUCTURALS300SECTIONS AND DETAILSE103TRACK AND PENDANT LIGHTING PLANE104GENERAL LIGHTING DIMENSION PLANE105TRACK AND PENDANT LIGHTING DIMENSION PLANE701ONE-LINE DIAGRAM AND DETAILSS001STRUCTURAL GENERAL NOTESS100S200S400S401REVISION TRACKING:DATEREVISIONSHEETSCOMMENTBID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22D102DEMOLITION REFLECTED CEILING PLAND101DEMOLITION PLAN APPLICABLE CODES:·2015 INTERNATIONAL BUILDING CODE·2018 INTERNATIONAL PLUMBING CODE·2017 NFPA 70 NATIONAL ELECTRIC CODE·THE VERMONT FIRE & BUILDING SAFETY CODE, WHICH INCLDUES:··2015 NFPA 1 FIRE CODE··2015 NFPA 101 LIFE SAFETY CODE·2015 STATE OF VERMONT FIRE & BUILDING CODE AMENDMENTS·2009 ICC/ANSI A117.1CHAPTER 3 - USE & OCCUPANCY CLASSIFICATIONSECTION 302 M (MERCANTILE)CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREASALLOWABLE HEIGHT: 3 STORIES/ 50,000 SFALLOWABLE AREA: UNLIMITED (SECTION 507.2)CHAPTER 6 - TYPES OF CONSTRUCTIONII-B NONCOMBUSTIBLE, UNPROTECTEDCHAPTER 9 - FIRE PROTECTION SYSTEMSBUILDING IS FULLY SPRINKLEREDCHAPTER 10 - MEANS OF EGRESSTABLE 1004.1.2 MAXIMUM FLOOR AREA PER OCCUPANTSECTION 1005.3.2 EGRESS WIDTH PER OCCUPANT SERVED -TOTAL OCCUPANTS = 302REQUIRED WIDTH 0.2 PER OCCUPANTW/ AUTOMATIC SPRINKLER SYSTEM = 60.4"MIN. CLEAR DOOR WIDTH = 32"ACTUAL WIDTH = 32"+129.25" = 161.25"TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD1-500 OCC. = 2 EXITS (MIN.)501-1000 OCC. = 3 EXITS (MIN.)OVER 1001 OCC. = 4 EXITS (MIN.)MAX. TRAVEL DISTANCE = 250' (WITH SPRINKLER SYSTEM)TOTAL EGRESS COUNT REQUIRED = 2TOTAL EGRESS COUNT PROVIDED = 2 (FROM SALES)*LEASEABLE AREA IS TO BE MEASURED PER BOMA STANDARDS (EXTERIOR FACEOF EXTERIOR WALLS AND CENTERLINE OF SHARED WALLS).(SUBJECT TO THE LIMITATIONS, IF ANY, SET FORTH IN THE LEASE.)2015 IPC TABLE 403.1 MINIMUM FIXTURE REQUIREMENTS**PLUMBING OCCUPANT LOAD: 302151 MEN / 151 WOMENWATER CLOSETS:1/500 = 2 REQUIRED; 2 PROVIDED (1 MEN, 1 WOMEN)LAVATORIES : 1/750 = 2 REQUIRED; 2 PROVIDED (1 MEN, 1 WOMEN)DRINKING FOUNTAIN: 1/500 = 2 REQUIRED; 2 PROVIDED (HI-LO UNIT)SERVICE SINK: 1 REQUIRED/FLOOR; 1 PROVIDED.TABLE 1004.1.2 MAXIMUM FLOOR AREA PER OCCUPANTROOMOCCUPANCY PER 1004.5AREA (S.F.)SALES16,44560 S.F./OCC.274.1OFFICES213100 S.F./OCC.2.1BREAKROOM33015 S.F./OCC.22STOCK RM/SHIPPING/RECEIVING1,032300 S.F./OCC.3.4TOTAL OCCUPANTS PER CODE = 302702------UNOCCUPIEDSPACECORRIDOR152------RESTROOMS128------19,600 *302---VESTIBULE------233JANITOR &SPRINKLER140------BOPIS CLOSET225------A000TITLE SHEETM102ENLARGED MECHANICAL PLANP102PLUMBING ISOMETRICSE106ENLARGED LIGHTING PLANSE202ENLARGED POWER PLANSPAINTTHE SHERWIN WILLIAMS CO10740-C BROADWAY AVEGARFIELD HEIGHTS, OH 44125CHUCH JENNISON (216-554-5737)charles.jennison@sherwin.comACCT. #2196-5387VENDOR #130659FLOORING - POLISHED CONCRETECPR, INC.2064 HWY 116CARYVILLE, TN 37714BRENT SABINO (865-630-1137)bsabino@cprconcrete.com4/20/22ADD-1A401VESTIBULE WALL SECTIONSA001, A101, D101, D102, A201, A211, A221, A231, A241, A301,A401, A501, A502, A601, A701, A702, S100, S200, M101, M102,M201, P100, P101, P102, P103, E100, E101, E106, E201, E202,E301, E502, E601, E701, SP103, SP104, SP105GENERAL CLARIFICATIONS, UTILITY SCOPECHANGE (VE OPTIONS) & AND@ AT CENTER LINEACCES. ACCESSIBLEACT ACOUSTICAL CEILING TILEADJ. ADJUSTABLEA.F.F. ABOVE FINISH FLOORALUM. ALUMINUMAPPROX. APPROXIMATEBD. BOARDBLDG. BUILDINGBLK. BLOCKBM. BEAMB.O. BOTTOM OFBRG. BEARINGBTWN. BETWEENCEM. CEMENTC.F. COLD FORMEDC.J. CONTROL JOINTCLG. CEILINGCLR. CLEARCMU CONCRETE MASONRY UNITCNTR. COUNTERCOL. COLUMNCONC. CONCRETECONT. CONTINUOUSCORR. CORRIDORC.T. CERAMIC TILEDBL. DOUBLEDEPT. DEPARTMENTD/F DOUBLE FACEDD.F. DRINKING FOUNTAINDET. DETAILDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN. DOWND.O. DOOR OPENINGDR. DOORDS. DOWNSPOUTDWG. DRAWINGEA. EACHE.I.F.S. EXTERIOR INSULATION & FINISH SYSTEME.J. EXPANSION JOINTEL. ELEVATIONELEC. ELECTRICALEMERG. EMERGENCYENCL. ENCLOSUREEQ. EQUALEQPT. EQUIPMENTE.W.C. ELECTRIC WATER COOLEREXP. EXPANSIONEXIST. EXISTINGEXT. EXTERIORFABR. FABRICATEDF.D. FLOOR DRAINFDN. FOUNDATIONFIN. FINISHFIXT. FIXTUREFL. FLOORFLASH. FLASHINGFLUOR. FLUORESCENTF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.M. FACE OF MASONRYF.O.S. FACE OF STUDSF.R.T. FIRE RETARDANT TREATEDFT. FOOT OR FEETFTG. FOOTINGFURR. FURRINGGA. GAUGEGALV. GALVANIZEDGEN. GENERALG.C. GENERAL CONTRACTORGL. GLASSGYP. GYPSUMGYP. BD.GYPSUM BOARDHVAC HEATING AND COOLINGH.B. HOSE BIBBH.C. HOLLOW COREH.D. HEAVY DUTYHDWD. HARDWOODH.M. HOLLOW METALHORIZ. HORIZONTALHT. HEIGHTHSS. HOLLOW STEEL SECTIONINFO. INFORMATIONINSUL. INSULATIONINT. INTERIORJAN. JANITORJT. JOINTLAM. LAMINATELAV. LAVATORYLLD LANDLORDLT. LIGHTMAS. MASONRYMAX. MAXIMUMMECH. MECHANICALMED. MEDIUMMEMB. MEMBRANEMET. METALMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSM.O. MASONRY OPENINGM.R. MOISTURE RESISTANTMTD. MOUNTEDRAD. RADIUSR.D. ROOF DRAINREF. REFERENCEREFR. REFRIGERATORREINF. REINFORCEDREQD. REQUIREDRESIL. RESILIENTRM. ROOMR.O. ROUGH OPENINGR.T.U. ROOF TOP UNIT (HVAC)PL. PLATEP. LAM. PLASTIC LAMINATEPL. LASTERPLMB. PLUMBINGPLYWD. PLYWOODPR. PAIRPRTN. PARTITIONPR.TR. PRESSURE TREATEDPT. POINTO.C. ON CENTEROPNG. OPENINGOPP. OPPOSITEO.H. OVERHEADN.I.C. NOT IN CONTRACTNO. NUMBERNOM. NOMINALN.T.S. NOT TO SCALES.C. SOLID CORESCHED. SCHEDULEDSECT. SECTIONSHT. SHEETSIM. SIMILARSPEC. SPECIFICATIONSTD. STANDARDSTL. STEELSTOR. STORAGESTRUC. STRUCTURALSUSP. SUSPENDEDTEL. TELEPHONET. TEMPERED GLASSTHK. THICKT.O. TOP OFTS. TUBE STEELTYP. TYPICALU.N.O. UNLESS NOTED OTHERWISEVCT VINYL COMPOSITION TILEVERT. VERTICALVEST. VESTIBULEV.I.F. VERIFY IN FIELDV.T.R. VENT THRU ROOFWD. WOODW/O WITHOUTWP WATERPROOFWT. WEIGHTABBREVIATION INDEXGENERAL NOTESSYMBOL LEGENDNSECTION TAGS/LINESELEVATION DATUM INDICATORELEVATION TAGINTERIOR ELEVATION TAGGRIDGRIDGRIDGRIDSHT.X#XXXXX# XXXX KEY PLAN ELEVATION TAGR1REVISION BUBBLE AND TAGGRIDSHEETGRIDSHEETFIRST FLOORXXX XXXFINWFINFFINBFINMATERIAL FINISH TAG, SINGLEMATERIAL FINISH TAG, MULTIPLEDETAIL TAGS/LINESGRIDSHEETX-1DOOR TAGWINDOW TAGEQUIPMENT TAGROOMNUMBERROOM NAME/NUMBER TAGXXXXKEYNOTE TAGXXNORTH ARROWGRIDSHEETGRIDSHEET###WALL / PARTITION TYPEXas-is1.PROJECT INFORMATIONTHE FOLLOWING INFORMATION IS PROVIDED AS GUIDELINES AND REQUIREMENTS TO THEGENERAL CONTRACTOR IN PLANNING AND CONSTRUCTING THE NEW JOANN FABRICS ANDCRAFTS STORE.2.PROJECT MILESTONESA.THE STARTING OF WORK BY ANY SUBCONTRACTOR SHALL BE CONSIDERED EVIDENCETHAT HE HAS INSPECTED AND ACCEPTED ALL CONDITIONS INVOLVED IN HIS WORK ANDFINDS THEM SATISFACTORY.B.THE GENERAL CONTRACTOR SHALL CALL JOANN CONSTRUCTION PROJECT MANAGERTO SCHEDULE A PRE-CONSTRUCTION PHONE CONFERENCE WITH THELANDLORD/BUILDING OWNER AND A JOANN CONSTRUCTION REPRESENTATIVE.C.AT FIFTY PERCENT (50%) COMPLETE THE JOANN STORES' CONSTRUCTION PROJECTMANAGER WILL VISIT THE SITE AND FIELD VERIFY OVERALL DIMENSIONS AND ALLBUILDING AND SITE CONDITIONS.D.AT NINETY PERCENT (90%) SUBSTANTIALLY COMPLETE THE JOANN STORES'CONSTRUCTION PROJECT MANAGER WILL VISIT THE SITE AND COMPLETE THE PUNCHLIST. THE SITE SUPERINTENDENT AND THE GENERAL CONTRACTOR'S PROJECTMANAGER WILL BOTH RECEIVE A COPY WITHIN 24 HOURS OF VISIT.E.ALL PUNCH LIST ITEMS ARE EXPECTED TO BE COMPLETE IN ENTIRETY BY THE DELIVERYDATE LISTED IN THE CONSTRUCTION CONTRACT.3.CRITERIA FOR TURNOVERA.SIGN INSTALLATION IS TO BE COMPLETE AND OPERATIONAL. TARGET FOR THIS TO BECOMPLETE FOUR WEEKS BEFORE THE CONSTRUCTION COMPLETE DATE.B.SITE WORK IS COMPLETE INCLUDING ALL PAVING OF THE PARKING LOT AND ACCESSROADS, CURBING INCLUDING CURB CUTS, SITE LIGHTING, STRIPING, SIDEWALKS,LOADING DOCK AREA AND LANDSCAPING.C.ALL UTILITY METERS AND UTILITY SERVICES TO THE BUILDING TO BE INSTALLED ANDOPERATIONAL INCLUDING ELECTRICAL, WATER, STORM, SEWER, NATURAL GAS, ANDTELEPHONE.D.ENERGY MANAGEMENT SYSTEM INSTALLED AND OPERATIONAL PER SPECIFICATIONS.E.BURGLAR AND FIRE ALARM TO BE INSTALLED AND OPERATIONAL.F.ALL INSPECTIONS COMPLETED AND PASSED TO ALLOW THE INSTALLATION AND SET UPOF STORE FIXTURES, JOANN STORES' PERSONNEL TO OCCUPY THE SPACE, AND ALLOWTHE DELIVERY AND SET UP OF MERCHANDISE.G.ALL LIFE SAFETY ISSUES MUST BE RESOLVED PRIOR TO TURNOVER.H.ALL CONTRACTOR MATERIALS TO BE REMOVED FROM THE SPACE. THE BUILDINGINTERIOR AND EXTERIOR SHALL HAVE BEEN CLEANED DAILY AND SHALL BE FREE OFCONSTRUCTION DEBRIS OR TRASH.4.PROJECT CLOSE OUT REQUIREMENTSA.GENERAL CONTRACTOR IS REQUIRED TO PROVIDE CLOSE OUT MATERIALS INELECTRONIC FORM TO JOANN STORES PROJECT MANAGEMENT WEBSITE. SEESPECIFICATION SECTION 017000 FOR ADDITIONAL INFORMATION.5.REQUIRED SUBMITTALS TO JOANN STORES DURING CONSTRUCTIONA.10-12 PROGRESS PHOTOS SHALL BE POSTED TO JOANN STORES PROJECTMANAGEMENT WEB SITE EVERY WEEK AND MUST BE RECEIVED BY NOON EASTERN TIMEON EACH MONDAY OF THE PROJECT STARTING ON THE COMMENCEMENT DATE OFCONSTRUCTION THROUGH THE TURNOVER DATE. PHOTOS ARE TO BE CURRENT WITHIN24 HOURS. WEBSITE ACCESS WILL BE PROVIDED BY THE TENANT.B.A WEEKLY STATUS REPORT, FORMAT TO BE PROVIDED BY THE TENANT, SHALL BEPOSTED TO JOANN STORES' PROJECT MANAGEMENT WEBSITE W/ AN ALERT SENT TOTHE CONSTRUCTION PROJECT MANAGER ASSIGNED TO THE PROJECT EVERY WEEK ANDMUST BE RECEIVED BY NOON EASTERN TIME ON EACH MONDAY OF THE PROJECTSTARTING ON THE COMMENCEMENT DATE OF CONSTRUCTION THROUGH THETURNOVER DATE.C.ANY REVISIONS TO THE ORIGINAL PROJECT SCHEDULE MUST BE OUTLINED WITH THEDATE REVISED AND SUBMITTED THROUGH THE JOANN STORES' PROJECT MANAGEMENTWEBSITE ALONG WITH THE WEEKLY PHOTOS AND STATUS REPORT.D.PROVIDE AN UPDATED PROJECT SCHEDULE TO JOANN STORES' CONSTRUCTIONPROJECT MANAGER ON A BI-WEEKLY BASIS.E.ANY CHANGES TO THE PROJECT SCHEDULE THAT EFFECT THE COMPLETION/TURNOVERDATE MUST BE COMMUNICATED IMMEDIATELY TO JOANN STORES' CONSTRUCTIONPROJECT MANAGER.F.WEEKLY ATTENDANCE ON A CONSTRUCTION STATUS CONFERENCE CALL MAY BEREQUIRED. IN THAT CASE, CALL INFORMATION WILL BE PROVIDED.6.DRAWING REQUIREMENTSA.THE JOANN STORES' GENERAL CONTRACTOR IS REQUIRED TO HAVE ON SITE AT ALLTIMES, THE CITY APPROVED PERMIT SET OF DRAWINGS AS WELL AS THE 'ISSUED FORCONSTRUCTION' SET FROM THE ARCHITECT/ENGINEER OF RECORD, AND ALLSUBSEQUENT BULLETIN LETTERS AND ASSOCIATED DRAWINGS. ALL DRAWING SETSSHALL BE LOCATED IN THE SAME GENERAL LOCATION AND ACCESSIBLE TO ALLWORKERS AT ALL TIMES. JOANN STORES' CONSTRUCTION PROJECT MANAGER WILLCHECK FOR COMPLIANCE OF THIS REQUIREMENT ON EVERY SITE VISIT.JOANN STORES' CONSTRUCTION PROJECT MANAGER SITE VISIT DEFINITIONS:·AT 50%: ALL ROUGH IN MEPS INSPECTIONS PASSED, ALL WALLS 2-SIDED AND READY TOACCEPT PAINT, CEILING DECK IS PAINTED, SALES FLOOR LIGHTING STARTED, DOORFRAMES ARE INSTALLED, RTU'S UP AND RUNNING, AND THE INTEGRATED FACILITIESSWITCHBOARD UNIT IS INSTALLED AND OPERATIONAL.·AT 90%: CONSTRUCTION 100% COMPLETE, MINUS FIXTURE ELECTRIC.·AT 100%: ALL CONSTRUCTION PUNCH LIST ITEMS AND FIXTURE ELECTRIC IS COMPLETE, ALLAPPLICABLE INSPECTIONS FOR STORE TEAM ENTRY HAVE BEEN PASSED. CERTIFICATE OFOCCUPANCY RECEIVED AND POSTED TO THE WORKROOM AS WELL AS HUNG IN THEGENERAL OFFICE.LOOSE LINTEL SCHEDULESEE NOTE 3 BELOWSIZE PER 4" WYTHE2'-9" TO 4'-0"4'-1" TO 5'-6"5'-7" TO 7'-6"7'-7" TO 9'-6"0' TO 2'-8"CLEAR SPANL312x312x516L4x312x516 LLVL5x312x516 LLVL5x312x38 LLVINTERIOR WALLS4'-1" TO 5'-6"5'-7" TO 7'-6"0' TO 4'-0"CLEAR SPANL4x312x516 LLVL5x312x38 LLVEXTERIOR WALLSREMARKSBOT ⅊ 38"1.PROVIDE MINIMUM 3/8" THICKNESS FOR EXTERIOR ANGLES.2.PROVIDE A MINIMUM BEARING LENGTH OF 8" ON 1'-4" MIN. HT. OF GROUTEDSOLID MASONRY.3.GALVANIZE ALL LINTELS THAT ARE EXPOSED TO WEATHER.4.AT EXTERIOR WALLS, STOP BOTTOM PLATE 1/16" SHORT AT EACH END OFMASONRY OPENING LENGTH.5.PROVIDE A MINIMUM BEARING LENGTH OF 8"6.FILL VOID BETWEEN VENEER & LINTEL WITH MORTAR TO TOP OF ANGLE.7.ANGLE MATERIAL: ASTM A36.NOTES: BOT ⅊ 38"BOT ⅊ 38"L312x312x5167'-7" TO 9'-6"9'-7" TO 11'-0"L6x312x38 LLVBOT ⅊ 38"L7x4x38 LLVBOT ⅊ 38"SIZE PER 4"WYTHE12"BACKUP8"BACKUP1.BASED ON INTERIOR NONBEARING PARTITIONS WITH ONE LAYER OF GYPSUMBOARD EACH SIDE; USE GAUGE, TYPE AS SCHEDULED UNLESS NOTEDOTHERWISE ON DRAWINGS.2.RUNNER TRACK GAUGE TO MATCH STUD.3.ALL WALLS SHALL HAVE 1-1/2" X16 GA, COLD ROLLED CHANNEL HORIZONTALBRIDGING SPACED AT 6'-0".4.SEE TOP PLATE DETAIL ON SHEET A401.5.ALLOWABLE SPANS ARE BASED ON DEFLECTION LIMITED TO L/120 AND DONOT APPLY TO WALLS CLAD WITH TILE OR OTHER BRITTLE FINISHES.MAX. UNSUPPORTED HTSIZEGA.16" O.C.24" O.C.NOTES 1,2,3362S125-332021'-11"19'-2"23'-5"182030'-9"23'-4"28'-7"2020'-6"25'-1"2516'-2"13'-2"NOTES: INTERIOR METAL STUD SCHEDULE 2220'-9"16'-6"362S125-27362S125-18362S162-43600S137-33600S162-33BID SET04/11/2022MJM job# 21398REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403A001GENERALINFORMATION 4'-0"1'-4"6"SONOTUBECONCRETEPAVEMENT6" SCHEDULE 40 STEEL PIPEFILLED WITH CONCRETE.PROVIDE AND INSTALL LDPEPLASTIC SLEEVE, YELLOW(UNLESS NOTED OTHERWISE),INSTALLED PERMANUFACTURERSRECOMMENDATION (IDEALSHIELD, OR APPROVEDEQUAL)CONCRETE CHAIRBEVEL AND FINISH TOP OFCONCRETEPER LOCAL FROST DEPTH RAMP UP 8' OHDCONCRETE PAD DESIGNED TO WITHSTAND10,000 LB. SINGLE WHEEL LOADS. 6" THICKCONCRETE PAD REINFORCED WITH (2)LAYERS OF 6X6-W2.9XW2.9 WWF (1/2 TOP, 1/2BOT.). PROVIDE 8" WIDE X 1'-4" DEEPTURNDOWN AROUND PERIMETER.1.EXISTING HANDICAP ACCESSIBLE PARKING SIGNAGE. NO WORK.2.EXISTING DOMESTIC WATER SERVICE AND BACKFLOW PREVENTER.3.EXISTING HANDICAP CURB RAMP CENTERED ON ENTRY DOORS TO REMAIN.4.PROTECTIVE PIPE BOLLARD; SEE DETAIL 03.5.RECEIVING AREA; PROVIDE 14'x14' REINFORCED CONCRETE PAD FOR TRUCK TRAILER REAR AXLE ATRECEIVING DOOR. PAD TO ALIGN WITH TRUCK ORIENTATION.6.EXISTING SANITARY MANHOLE; ASSUMED EXTERIOR TIE-IN IN THIS APPROXIMATE LOCATION..7.EXISTING INCOMING ELECTRICAL SERVICE WITH TRANSFORMER, METER, & CT CABINET. INSTALL NEWEXTERIOR DISCONNECT SWITCH. REF A201 AND ELECTRICAL FOR ADDITIONAL INFORMATION.8.FUTURE SUPPLEMENTAL WALL WITH TELEPHONE DEMARC.9.EXISTING TELEPHONE DEMARC INSIDE TENANT SPACE TO BE RELOCATED TO SUPPLEMENTALEQUIPMENT BACKER BOARD.10.EXISTING TRANSFORMER WITH ENCLOSURE AND PROTECTIVE PIPE BOLLARDS TO REMAIN.11.EXISTING TRASH COLLECTION AREA AND ENCLOSURE TO REMAIN.12.EXISTING STRIPED CROSSWALK TO FRONT ENTRY FROM PARKING LOT TO REMAIN.13.EXISTING GAS SERVICE AND METER WITH NEW PIPING (AND NEW LOAD).14.NEW CONCRETE STOOP CONDITION AT NEW MAN DOOR. ENSURE CONCRETE IS FLUSH AND SMOOTHBETWEEN NEW POUR AND ADJACENT EXISTING SLAB. REFERENCE STRUCTURAL FOR FROST DEPTHCONDITION.15.EXISTING PARKING LOT PAVING AND STRIPING.16.EXISTING SPRINKLER/FIRE RISER AND BACKFLOW PREVENTER. NEW STANDPIPE WILL BE SUBMITTEDAS A DEFERRED SUBMITTAL BY THE FIRE SPRINKLER DESIGNER.A.THIS SITE PLAN IS SCHEMATIC. ACTUAL CONDITIONS MAY VARY. COORDINATE ALL PARKING,LANDSCAPING, CIRCULATION AND DELIVERY ROUTES WITH TENANT AND LOCAL AUTHORITIES.B.SITE SIGNAGE TO BE MODIFIED FOR EACH SPECIFIC SITE AND ACCORDING TO LOCAL JURISDICTIONREQUIREMENTS.C.SCREENING OF TRASH AND/OR RECEIVING AREA SHALL BE AS REQUIRED BY LOCAL CODES ANDORDINANCES.D.TRASH CONTAINER (AND ENCLOSURE, WHEN REQUIRED BY LOCAL JURISDICTION), SHALL BE INSTALLEDWITHIN 25' OF EXIT DOOR NEAREST TENANT'S LOADING DOCK. COORDINATE WITH TENANT REGARDINGSITE-SPECIFIC SIZE REQUIREMENTS FOR EACH LOCATION.E.GENERAL CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES IMMEDIATELY AFTER BID ISAWARDED AND ENSURE THE UTILITY COMPANIES HAVE THE ESSENTIAL INFORMATION REQUIRED FORCOMPLETE SERVICE INSTALLATION FOR TENANT. GENERAL CONTRACTOR SHALL NOTIFY TENANT'SCONSTRUCTION PROJECT MANAGER AND LANDLORD/BUILDING OWNER/DEVELOPER OF ANY TIMEFRAMES ESTABLISHED BY UTILITY COMPANIES WHICH WILL NOT MEET DEADLINE OF TURNOVER DATEPER THE LEASE.F.GENERAL CONTRACTOR TO ENSURE EXISTING UTILITIES BEING USED BY TENANT ARE IN GOODCONDITION AND PIPES ARE FREE-FLOWING.G.GENERAL CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS, INVERT ELEVATIONS, AND GENERALCONDITION OF EXISTING UTILITIES WHICH ARE INTENDED TO BE UTILIZED AS A CONNECTION POINT FORALL PROPOSED UTILITIES PRIOR TO ANY CONSTRUCTION. IF INVERT ELEVATIONS, SIZES, OR LOCATIONSVARY FROM WHAT IS SHOWN ON THE BID DOCUMENTS, GENERAL CONTRACTOR SHALL NOTIFYENGINEER IMMEDIATELY.H.HANDICAP ACCESSIBLE CURB RAMP SHALL BE INSTALLED WITHIN 15' OF ENTRY DOOR CENTERLINE.I.LANDLORD/BUILDING OWNER IS RESPONSIBLE FOR BRINGING THE EXISTING SITE UP TO CURRENTACCESSIBILITY CODE STANDARDS. ITEMS INCLUDED BUT NOT LIMITED TO; PARKING LOT SLOPE,QUANTITY, SLOPE AND SIGNAGE OF PARKING SPACES, ACCESS FROM PARKING LOT TO SIDEWALK,SIDEWALK SLOPE, SIDEWALK CURB RAMPS, ETC. SITE-SPECIFIC ARCHITECT SHALL NOTIFY TENANT OFANY SITE ELEMENT NOT MEETING CURRENT CODE REQUIREMENTS FOR RESOLUTION BETWEEN THETWO PARTIES PRIOR TO LEASE EXECUTION.J.ALL EXISTING SITE EQUIPMENT (COMPACTOR, BALER) THAT HAS BEEN APPROVED BY TENANT TOREMAIN FOR REUSE, MUST BE SERVICED TO LIKE-NEW CONDITION BY THE NATIONAL ACCOUNTVENDOR LISTED ON THE TITLE SHEET.GENERAL NOTESSHEET KEYNOTES#03SCALE: 1/4"=1'-0"BOLLARD DETAILENLARGED RECEIVING DETAIL02SCALE: 1"=1'-0"SITE PLAN01SCALE: N.T.S.BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22134528101112136141415A101SCHEMATIC SITEPLAN ANDDETAILS03A1011694EXISTINGDEMARC4447 9'-0"17'-11" RAMP UP K-4302HIGHCRESTC_TOILETSVITREOUS CHINA VITREOUS CHINAC_LAVATORYCHESAPEAKEK-1728 K-4302HIGHCRESTC_TOILETSVITREOUS CHINAVITREOUS CHINAC_LAVATORYCHESAPEAKEK-1728BEDCF GH1234567A8' OHD4.67'-3"18'-4"18'-6"10'-9"SHEET KEYNOTESGENERAL NOTES#01SCALE: 3/32"=1'-0"SCHEMATIC DEMOLITION PLANA.GENERAL CONTRACTOR SHALL SCHEDULE DEMOLITION ACTIVITIES WITH THE CONSTRUCTION/PROJECT MANAGER ANDBUILIDNG MANAGER INCLUDING THE FOLLOWING: 1) DETAILED SEQUENCE OF DEMOLITION AND REMOVAL WORK, WITHSTARTING AND ENDING DATES FOR EACH ACTIVITY. 2) DATES FOR SHUTOFF, AND CONTINUATION OF UTILITY SERVICES. 3)IDENTIFY AND ACCURATELY LOCATE UTILITIES AND OTHER SUBSURFACE AND/OR ABOVE CEILING STRUCTURAL,ELECTRICAL, OR MECHANICAL CONDITIONS.B.DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTING AND SEALING HAVE BEEN COMPLETED AND VERIFIED INWRITING.C.REMOVE: REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, SALVAGED, OR TOREMAIN.D.REMOVE, REINSTALL, AND RELOCATE: REMOVE ITEMS INDICATED; CLEAN, SERVICE, AND OTHERWISE PREPARE THEM FORREUSE; STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN LOCATIONS INDICATED.E.REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.F.EXISTING TO REMAIN: PROTECT ITEMS INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING DEMOLITION. WHENPERMITTED BY THE ENGINEER, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURINGDEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS.G.REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTINGDEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.H.MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURINGDEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR OPERATING FACILITIES,EXCEPT WHEN AUTHORIZED IN WRITING BY ENGINEER AND AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARYSERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO OWNER AND TO GOVERNINGAUTHORITIES.I.ASBESTOS: IT IS NOT EXPECTED THAT ASBESTOS WILL BE ENCOUNTERED IN THE COURSE OF THIS CONTRACT. IF ANYMATERIALS SUSPECTED OF CONTAINING ASBESTOS ARE ENCOUNTERED, DO NOT DISTURB THE MATERIALS. IMMEDIATELYNOTIFY THE TENANT AND THE LANDLORD/BUILDING OWNER.J.SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN ASTRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURESDURING DEMOLITION.K.CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS ANDFACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA.L.ERECT TEMPORARY PROTECTION, BARRICADES AS PER LOCAL GOVERNING AUTHORITIES.M.DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUTPERMISSION FROM OWNER AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OROBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS.N.PROTECT EXISTING SITE IMPROVEMENTS AND APPURTENANCES TO REMAIN.O.CLEAN ADJACENT BUILDINGS AND IMPROVEMENT OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS.RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF DEMOLITION.P.DAMAGES: PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS AT THEGENERAL CONTRACTORS COST.Q.LANDLORD/BUILDING OWNER IS RESPONSIBLE, (PER THE LANGUAGE OF THE LEASE), FOR BRINGING THE EXISTING SITE UPTO CURRENT ACCESSIBILITY CODE STANDARDS. ITEMS INCLUDED BUT NOT LIMITED TO; PARKING LOT SLOPE, QUANTITY,SLOPE AND SIGNAGE OF PARKING SPACES, ACCESS FROM PARKING LOT TO SIDEWALK, SIDEWALK SLOPE, SIDEWALKCURB RAMPS, ETC.R.UPON COMPLETION OF DEMOLITION, GENERAL CONTRACTOR SHALL VERIFY THAT NO OBSTRUCTION OF ANY TYPEOCCURS BELOW 14'-0" AFF. IF SUCH OBSTRUCTIONS ARE UNCOVERED, GENERAL CONTRACTOR SHALL PROVIDED ADIMENSIONED AND LABELED PLAN TO TENANT DESCRIBING OBSTRUCTION. ITEM MAY NEED TO BE REMOVED AND/ORRELOCATED, AS DIRECTED BY TENANT.S.EXISTING CONCRETE SIDEWALK AND CURB SHALL BE FREE OF CRACKS AND DAMAGES FROM LEASE LINE TO LEASE LINE.LANDLORD/BUILDING OWNER TO REPAIR TO LIKE-NEW CONDITION PER THE LANGUAGE OF THE LEASE.T.EXISTING SPRINKLER SYSTEM TO BE MODIFIED AS REQUIRED FOR NEW DEMOLITION/NEW LAYOUT.U.REMOVE/REPLACE HARDWARE ON ALL EXISTING DOORS THAT ARE TO REMAIN TO JOANN'S PROTOTYPE STANDARD.1.PORTION OF EXISTING STOREFRONT TO BE REMOVED FOR THE INSTALLATION OF NEW SLIDING DOOR ENTRANCE AND NEWSTOREFRONT FRAMING/GLAZING.2.REMOVE EXISTING GYP BOARD AND ANY METAL STUD/WOOD BLOCKING COMPLETELY. PREP WALL TO RECEIVE NEW METALSTUD FURRING PER A201.3.EXISTING OVERHEAD CEILING DOOR TO BE REMOVED. EXISTING OPENING TO BE INFILLED. REFERENCE A201 ANDSTRUCTURAL.4.EXISTING DOUBLE DOOR/FRAME TO BE REMOVED IN ITS ENTIRETY.5.REMOVE PORTION OF MASONRY WALL FOR INSTALLATION OF NEW OVERHEAD COILING DOOR, FRAME, AND HARDWARE.NATIONAL ACCOUNT VENDOR ITEM.6.REMOVE EXISTING DRINKING FOUNTAINS. CAP PLUMBING BELOW SLAB.7.REMOVE STOREFRONT DOORS FRAMING/GLAZING; PREP FOR NEW STOREFRONT INSTALLATION.8.REMOVE EXISTING HAND SINK. CAP PLUMBING BELOW SLAB.9.REMOVE COLUMN WRAPS IN SALES AREA COMPLETE DOWN TO STEEL COLUMN.10.EXISTING TELEPHONE DEMARC. EXTEND TELEPHONE SERVICE (25 PAIR) WITH 2" CONDUIT, PULL STRING AND #6 GROUNDWIRE FROM PHONE COMPANY DEMARC TO TENANTS PHONE BOARD LOCATED ON THE SUPPLEMENTAL EQUIPMENT WALL.11.REMOVE ALL ABANDONED STORE FIXTURES/EQUIPMENT/CASEWORK/ SHELVING/ETC. FROM PREVIOUS TENANTTHROUGHOUT AND COMPLETE.12.REMOVE ALL EXISTING FLOORING IN TENANT SPACE, INCLUDING ALL GLUE/MASTICS (SALES FLOOR AND BACK ROOMS)THROUGHOUT AND COMPLETE.13.REMOVE ALL IN-SLAB PENETRATIONS THROUGHOUT AND COMPLETE. PREP AREA FOR INFILL. PROVIDE PINS, REBAR, WIREMESH ETC. AS REQUIRED PER SITE-SPECIFIC CONDITIONS AND INDUSTRY STANDARDS.14.REMOVE INTERIOR PARTITIONS AS SHOWN COMPLETE.15.REMOVE EXISTING DEMISING WALL (METAL STUD WALL) COMPLETELY FROM FLOOR TO DECK. PROTECT ALL STRUCTURALSTEEL WITHIN AND ABOVE WALL.16.REMOVE WATER CLOSET; CAP PLUMBING BELOW SLAB.17.REMOVE LAVATORY; CAP PLUMBING BELOW SLAB.18.REMOVE PORTION OF ASPHALT DRIVE FOR INSTALLATION OF NEW REINFORCED CONCRETE PAD OR STOOP. REFERENCEA101.19.TRENCH FROM EXISTING RESTROOMS TO LOCATION OF NEW RESTROOMS, BREAK ROOM AND MOP SINK. DIMENSIONSSHOWN ON PLAN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED.20.EXISTING DOMESTIC WATER SERVICE AND METER TO REMAIN FOR REUSE. SEE PLUMBING PLANS FOR ADDITIONALINFORMATION.21.SCOPE AND JET CLEAN ALL EXISTING UNDERGROUND SANITARY TO EXTERIOR TIE-INS. ALL PIPING SHALL BEFREE-FLOWING AND CLEAR OF ANY DEBRIS. PROVIDE SCOPE RESULTS TO TENANT22.ALL WALL-MOUNTED AND COLUMN-MOUNTED RECEPTACLES TO BE REMOVED COMPLETE BACK TO SOURCE INCLUDING ALLCONDUIT, U.N.O.23.REMOVE PROPANE TANK AND PROTECTIVE CONCRETE BOLLARDS.24.REMOVE EXISTING VESTIBULE IN ITS ENTIRETY. AREA TO RECEIVE NEW VESTIBULE BUILD-OUT.25.EXISTING GAS SERVICE AND METER TO REMAIN. NEW PIPING (WITH NEW LOAD) TO BE INSTALLED PER PLUMBING PLANS.26.EXISTING ELECTRICAL SERVICE TO REMAIN FOR REUSE. REFERENCE A201 AND ELECTRICAL FOR ADDITIONALINFORMATION..27.EXISTING COLUMN FURRING TO REMAIN. REF A201 FOR ADDITIONAL INFORMATION.28.EXISTING COLUMN OUTLETS/CONDUIT/T-STATS/ ETC TO BE TEMPORARILY REMOVED FOR THE INSTALLATION OF NEWSTAINLESS STEEL WRAPS - THEN EITHER RE-INSTALLED OR RELOCATED PER ELECTRICAL PLANS.ITEMS TO BE REMOVEDITEMS TO REMAINADJACENT TENANT, N.I.C.LEGENDD101DEMOLITIONPLANTYP.1213BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/223271617251421192610TYP.13221215TYP.14TYP.172TYP.14182023TYP.(HARDWARE SIDE)911TYP.684518242TYP.03A101TYP.(JOANN SIDE)28 BEDCFGH1234567A4.6SHEET KEYNOTESGENERAL NOTES#01SCALE: 3/32"=1'-0"REFLECTED CEILING DEMOLITION PLANITEMS TO BE REMOVEDITEMS TO REMAINADJACENT TENANT, N.I.C.LEGENDD102DEMOLITIONCEILING2TYP.5A.GENERAL CONTRACTOR SHALL SCHEDULE DEMOLITION ACTIVITIES WITH THE CONSTRUCTION/PROJECT MANAGER AND BUILIDNGMANAGER INCLUDING THE FOLLOWING: 1) DETAILED SEQUENCE OF DEMOLITION AND REMOVAL WORK, WITH STARTING AND ENDINGDATES FOR EACH ACTIVITY. 2) DATES FOR SHUTOFF, AND CONTINUATION OF UTILITY SERVICES. 3) IDENTIFY AND ACCURATELYLOCATE UTILITIES AND OTHER SUBSURFACE AND/OR ABOVE CEILING STRUCTURAL, ELECTRICAL, OR MECHANICAL CONDITIONS.B.DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTING AND SEALING HAVE BEEN COMPLETED AND VERIFIED IN WRITING.C.REMOVE: REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, SALVAGED, OR TO REMAIN.D.REMOVE, REINSTALL, AND RELOCATE: REMOVE ITEMS INDICATED; CLEAN, SERVICE, AND OTHERWISE PREPARE THEM FOR REUSE;STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN LOCATIONS INDICATED.E.REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.F.EXISTING TO REMAIN: PROTECT ITEMS INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING DEMOLITION. WHENPERMITTED BY THE ENGINEER, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING DEMOLITIONAND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS.G.REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING DEMOLITION.COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.H.MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING DEMOLITIONOPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR OPERATING FACILITIES, EXCEPT WHEN AUTHORIZEDIN WRITING BY ENGINEER AND AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TOEXISTING UTILITIES, AS ACCEPTABLE TO OWNER AND TO GOVERNING AUTHORITIES.I.ASBESTOS: IT IS NOT EXPECTED THAT ASBESTOS WILL BE ENCOUNTERED IN THE COURSE OF THIS CONTRACT. IF ANY MATERIALSSUSPECTED OF CONTAINING ASBESTOS ARE ENCOUNTERED, DO NOT DISTURB THE MATERIALS. IMMEDIATELY NOTIFY THE TENANTAND THE LANDLORD/BUILDING OWNER.J.SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN A STRUCTURALDEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES DURING DEMOLITION.K.CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TOREMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION AREA.L.ERECT TEMPORARY PROTECTION, BARRICADES AS PER LOCAL GOVERNING AUTHORITIES.M.DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROMOWNER AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFICWAYS IF REQUIRED BY GOVERNING REGULATIONS.N.PROTECT EXISTING SITE IMPROVEMENTS AND APPURTENANCES TO REMAIN.O.CLEAN ADJACENT BUILDINGS AND IMPROVEMENT OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS. RETURNADJACENT AREAS TO CONDITION EXISTING BEFORE START OF DEMOLITION.P.DAMAGES: PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS AT THE GENERALCONTRACTORS COST.Q.LANDLORD/BUILDING OWNER IS RESPONSIBLE, (PER THE LANGUAGE OF THE LEASE), FOR BRINGING THE EXISTING SITE UP TOCURRENT ACCESSIBILITY CODE STANDARDS. ITEMS INCLUDED BUT NOT LIMITED TO; PARKING LOT SLOPE, QUANTITY, SLOPE ANDSIGNAGE OF PARKING SPACES, ACCESS FROM PARKING LOT TO SIDEWALK, SIDEWALK SLOPE, SIDEWALK CURB RAMPS, ETC.R.UPON COMPLETION OF DEMOLITION, GENERAL CONTRACTOR SHALL VERIFY THAT NO OBSTRUCTION OF ANY TYPE OCCURS BELOW14'-0" AFF. IF SUCH OBSTRUCTIONS ARE UNCOVERED, GENERAL CONTRACTOR SHALL PROVIDED A DIMENSIONED AND LABELEDPLAN TO TENANT DESCRIBING OBSTRUCTION. ITEM MAY NEED TO BE REMOVED AND/OR RELOCATED, AS DIRECTED BY TENANT.S.EXISTING CONCRETE SIDEWALK AND CURB SHALL BE FREE OF CRACKS AND DAMAGES FROM LEASE LINE TO LEASE LINE.LANDLORD/BUILDING OWNER TO REPAIR TO LIKE-NEW CONDITION PER THE LANGUAGE OF THE LEASE.T.EXISTING SPRINKLER SYSTEM TO BE MODIFIED AS REQUIRED FOR NEW DEMOLITION/NEW LAYOUT.U.REMOVE/REPLACE HARDWARE ON ALL EXISTING DOORS THAT ARE TO REMAIN TO JOANN'S PROTOTYPE STANDARD.1.REMOVE UNIT HEATER; INFILL PENETRATION WITH INSULATION AND ROOF DECKING AS NEEDED.2.REMOVE DROP CEILING SYSTEM/GYP BD CEILING SYSTEM THROUGHOUT AND COMPLETE.3.ROOF TOP UNIT AND ALL ASSOCIATED DUCTWORK AND DIFFUSERS TO BE REMOVED. CURB TO BE CAPPEDWEATHER-TIGHT PERMANENTLY. INSULATE AND TACK WELD CORRUGATED DECKING MATERIAL TO UNDERSIDE. PAINT TOMATCH ROOF DECK.4.REMOVE PORTION OF ROOF AS REQUIRED FOR INSTALLATION OF VENT, AND/OR FLUE.5.REMOVE LIGHT FIXTURE(S) THROUGHOUT AND COMPLETE. REMOVE WIRING COMPLETE BACK TO SOURCE INCLUDING ALLCONDUIT, U.N.O.6.REMOVE BUG-EYE EMERGENCY FIXTURES THROUGHOUT AND COMPLETE.7.EXISTING DUCTWORK AND DIFFUSERS TO BE REMOVED THROUGHOUT.8.EXISTING ROOF TOP UNIT TO REMAIN. REF A241 AND MECHANICAL FOR ADDITIONAL INFORMATION.9.EXISTING UNDER-SOFFIT LIGHTS TO REMAIN. VERIFY GOOD WORKING ORDER. CLEAN AND RELAMP.10.ROOF TOP UNIT, ROOF CURB AND ALL ASSOCIATED DUCTWORK AND DIFFUSERS TO BE REMOVED. OPENING TO BEMODIFIED AS NEEDED FOR INSTALLATION OF NEW CURB AND ROOF TOP UNIT.11.EXISTING OVERHEAD SPRINKLER LINE. SPRINKLER HEADS TO BE UPTURNED FOR OPEN DECK CONDITIONS. NEWSPRINKLER DESIGN IS A DEFERRED SUBMITTAL.12.EXISTING VENT OR FLUE TO BE CAPPED WEATHER-TIGHT PERMANENTLY. INSULATE AND TACK WELD CORRUGATEDDECKING MATERIAL TO UNDERSIDE.13.EXISTING ROOF DRAIN/RAIN WATER LEADER SYSTEM TO REMAIN. GC TO ENSURE DRAINS ARE FREE OF DEBRIS ANDFREE-FLOWING.14.PORTION OF DECK TO BE REMOVED FOR THE INSTALLATION OF NEW ROOF TOP UNIT AND CURB.PLAN67BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/225TYP.6111438119TYP.121213TYP.888810141414413TYP.13TYP.13TYP. 126'-9" INSIDE CLEAR SALES AREA WIDTH3'-0"RAMP UPB EDCFGH1234567A60" min. (new or ex.bldg.)1'-6" (18" min)3'-0" pull door door hinge 52" min . (new bldg .) 1'-0" (12" min)3'-0" push door door hinge 52" min. (new bldg.)1'-0" (1 2 " m i n ) 3'-0" p u s h d o o r door hinge 60" min. (new or ex.bldg.)1'-6" (18" min)3'-0" pull doordoor hinge 60" m in. (new o r ex .bldg .) 1'-6" (18" min)3'-0" pull door door hinge52" min. (new bldg.)1'-0" (12" min)3'-0" push door door hinge60" min. (new or ex.bldg.)1'-6" (18" min)3'-0" pull doordoor hinge 52" min . (new b ldg .) 1'-0" (12" min)3'-0" push doordoor hinge 60" m in . (new or ex. bldg .) 1'-6" (18" min)3'-0" pull door door hinge52" min. (new bldg.)1'-0" (12" min)3'-0" push doordoor hinge 60" m in. (new o r ex .bldg .) 1'-6" (18" min)3'-0" pull door door hinge52" min. (new bldg.)1'-0" (12" min)3'-0" push door door hinge 8' OHD 30" NE W BLDG . 52" NEWBLDG.30" NEWBLDG.52" NEWBLDG.60" min. (new or ex.bldg.)1'-6" (18" min)3'-0" pull doordoor hinge 52" min. (new bldg.)1'-0" (12" min)3'-0" push doordoor hinge 30" NEWBLDG.52" NEWBLDG.67" - new b ldg .30" NEWBLDG.52" NEWBLDG.4.6118'-0" INSIDE CLEAR SALES AREA WIDTH26'-0 3/8"4'-5 3/4"48'-8"17'-11"146'-9" INSIDE CLEAR SALES AREA WIDTH118'-6" INSIDE CLEAR SALES AREA WIDTH±2'-3"±63'-10"SHEET KEYNOTESGENERAL NOTES#A.DO NOT SCALE DRAWINGS.B.BUILDING SHALL BE CONSTRUCTED IN COMPLIANCE WITH ASHRAE 90.1 OR PERTHE CURRENT LOCAL ENERGY CODE REQUIREMENTSC.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CROSS-CHECK THE MEPDRAWINGS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO THE ORDERING /INSTALLATION OF MECHANICAL, ELECTRICAL, AND PLUMBING WORK. ANYDISCREPANCIES BETWEEN THE ARCHITECTURAL AND MEP DRAWINGS SHALL BEBROUGHT TO THE ARCHITECTS ATTENTION FOR IMMEDIATE CLARIFICATION.D.COORDINATE WORK WITH OTHER TRADES, EQUIPMENT FURNISHED BY OTHERS,REQUIREMENTS OF THE TENANT AND LANDLORD/BUILDING OWNER, AND THECONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. COORDINATETHE INSTALLATION WITH OTHER TRADES AS REQUIRED TO ENSURE A NEAT ANDORDERLY INSTALLATION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIESBEFORE STARTING WORK.E.GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL CAREFULLY REVIEW THECONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK ISDISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELYDETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET.F.WHERE THERE MAY BE A CONFLICT IN THE SPECIFICATIONS AND/OR DRAWINGS, THENTHE MORE EXPENSIVE LABOR, MATERIALS AND EQUIPMENT SHALL BE ASSUMED TO BEREQUIRED AND SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO THESATISFACTION OF THE TENANT.G.WHEN WORK, NOT SPECIFICALLY CALLED OUT, IS REQUIRED TO COMPLETE THEPROJECT, IT SHALL BE PROVIDED BY THE GENERAL CONTRACTOR WITH THE BESTMATERIALS AND WORKMANSHIP.H.PROVIDE AND INSTALL FIRE-TREATED WOOD BLOCKING FOR REST ROOMACCESSORIES, MILLWORK AND MISCELLANEOUS FIXTURES AS REQUIRED.I.PROVIDE SIGNS AT ALL HANDICAP ACCESSIBLE EXITS, CORRIDORS, AND REST ROOMSINDICATING ACCESSIBILITY. SIGNS SHALL BE PURCHASED THROUGH NATIONALACCOUNT VENDOR LISTED ON TITLE SHEET.J.COORDINATE WITH NATIONAL ACCOUNT VENDOR FOR RELOCATION OF 10 LB. ABC FIREEXTINGUISHERS, BRACKETS AND SIGNAGE IN LOCATIONS PER LOCAL FIRE MARSHALLREQUIREMENTS. LOCATIONS SHALL NOT IMPEDE REQUIRED AISLE ACCESSIBILITYCLEARANCES OR MERCHANDISE ACCESS. COORDINATE LOCATION WITH FINALFIXTURE PLAN. GENERAL CONTRACTOR TO VERIFY INSTALLATION IS COMPLETE ANDPASSES INSPECTION.K.HIDE AS MANY SPRINKLER LINES, CONDUIT AND WIRE LINES AS POSSIBLE FROM VIEW.DO NOT RUN LINES IN FRONT OF ANY STOREFRONT WINDOWS.L.PAINT EXPOSED CONDUIT AND JUNCTION BOXES ON SALES FLOOR COLUMNS TOMATCH SALES WALLS.M.SEE SHEET A001 FOR METAL STUD SCHEDULE.N.SEE SHEET A001 FOR LOOSE LINTEL SCHEDULE.EXISTING EXTERIOR WALL CONSTRUCTION; WITH NEW 3-5/8" METAL STUD FURRING,3-1/2" BATT INSULATION AND 5/8" GYPSUM BOARD TO DECK ABOVE."A1" - EXISTING EXTERIOR WALL CONSTRUCTION WITH 3-5/8" METAL STUD FURRING@16" o/c, 3-1/2" BATT INSULATION AND 5/8" GYPSUM BOARD (WATER RESISTANT IN WETLOCATIONS) TO 6" ABOVE CEILING."A2" - EXISTING EXTERIOR WALL CONSTRUCTION ONLY; NO ADDITIONAL FURRING.3-5/8" METAL STUD WALL WITH 5/8" GYPSUM BOARD (WATER RESISTANT INWET LOCATIONS) BOTH SIDES 6" ABOVE CEILING."B1" - 3-5/8" METAL STUD WALL, 3-1/2" BATT INSULATION AND 5/8" GYPSUMBOARD (WATER RESISTANT IN WET LOCATIONS) BOTH SIDES 6" ABOVECEILING.WALL TYPESXABCDA101SCALE: 3/32"=1'-0"FLOOR PLANVESTIBULE 101STORAGEBOPIS110SALES AREA102STOCK ROOM103CASH OFFICE104OFFICEGENERAL109BREAK ROOM108CORRIDOR107WOMEN106MEN105002001E003005006007008009010011012E01301401A70201A701ADA26" METAL STUD WALL, 6" BATT INSULATION AND 5/8" GYPSUM BOARD (WATERRESISTANT IN WET LOCATIONS) BOTH SIDES TO DECK AND/OR 6" ABOVECEILING WHERE CEILING EXISTS.B16" METAL STUD WALL AND 5/8" GYPSUM BOARD (WATER RESISTANT IN WETLOCATIONS) BOTH SIDES TO DECK AND/OR 6" ABOVE CEILING WHERE CEILINGEXISTS."D1" - 6" METAL STUD WALL AND 5/8" GYPSUM BOARD (WATER RESISTANT INWET LOCATIONS) BOTH SIDES TO 12'-0" A.F.F.CBUTILITIES1.EXISTING INCOMING ELECTRICAL SERVICE WITH TRANSFORMER, METER, & CT CABINET. INSTALL NEW EXTERIORDISCONNECT SWITCH; SERVICE TO BE ROUTED TO TOP-FEED THE MDP IN THE NEW INTEGRATED FACILITIESSWITCHBOARD UNIT.2.EXISTING GAS SERVICE AND METER. NEW PIPING (W/ NEW LOAD) - SEE PLUMBING FOR ADDITIONAL INFORMATION.3.EXISTING DOMESTIC WATER SERVICE, METER, BACK FLOW PREVENTER4.EXISTING SANITARY MANHOLE; ASSUMED TIE-IN AT THIS APPROXIMATE LOCATION.5.TELEPHONE DEMARC INSIDE TENANT SPACE TO BE RELOCATED TO SUPPLEMENTAL EQUIPMENT BACKER BOARD.SEE PROTOTYPE FOR DETAIL.6.EXISTING DEDICATED SPRINKLER/FIRE RISER AND BACK FLOW PREVENTER. NEW STANDPIPE WILL BE SUBMITTEDAS A DEFERRED SUBMITTAL BY THE FIRE SPRINKLER DESIGNER.EXTERIOR - SITE7.EXISTING CONCRETE SIDEWALK AND CURB; NO WORK.8.EXISTING HANDICAP ACCESSIBLE CURB RAMP; NO WORK.9.EXISTING TRASH DUMPSTER LOCATION; NO WORK.10.EXISTING TRASH ENCLOSURE; NO WORK.11.NEW PROTECTIVE CONCRETE BOLLARDS. PROVIDE LDPE PLASTIC SLEEVE, COLOR: 'SAFETY YELLOW'.12.NOT USED.13.EXISTING CONCRETE STOOP TO REMAIN. REF A101 FOR ENLARGED DETAIL.14.NEW REINFORCED CONCRETE PAD (AT GRADE) FOR TRUCK DELIVERIES. REF A101 FOR ENLARGED DETAIL.15.NEW REINFORCED CONCRETE STOOP TO MATCH ADJACENT IN HEIGHT. REF A101 FOR ENLARGED DETAIL. REFSTRUCTURAL FOR INFORMATION REGARDING DOWELING INTO EXISTING STOOP AND FROST DEPTH DIMENSIONS.EXTERIOR - BLDG.16.NEW BRONZE ANODIZED, 12FT AUTOMATIC SLIDING DOOR UNIT; WITH TENANT'S REQUIRED HARDWARE.NATIONAL ACCOUNT VENDOR ITEM.17.EXISTING BRONZE ANODIZED STOREFRONT FRAMING AND GLAZING.18.NEW BRONZE ANODIZED STOREFRONT FRAMING AND GLAZING.19.DOOR, FRAME AND BOX BEAM IN EXISTING EXTERIOR WALL. EXPOSED FRAME AND BEAM ON EXTERIOR TO BEPAINTED PER SPEC. PROVIDE AND INSTALL TENANT'S REQUIRED HARDWARE.20.PROVIDE AND INSTALL NEW DOOR HARDWARE ON ALL EXISTING BUILDING DOORS21.OVERHEAD COILING DELIVERY DOOR (8'X10') WITH VISION PANEL, FRAME AND BOX BEAM; WITH TENANT'SREQUIRED HARDWARE. NATIONAL ACCOUNT VENDOR ITEM.22.INFILL AND/OR EXTEND WALL TO MATCH ADJACENT CONSTRUCTION.23.GC TO INFILL TRENCHING LOCATIONS WITH CONCRETE TO MATCH ADJACENT SLAB. ENSURE TRANSITION ISSMOOTH AND FLUSH. PREP FOR FLOOR POLISH.INTERIOR - BLDG.24.PATCH/REPAIR EXISTING WALL TO LIKE-NEW CONDITION. PREP FOR NEW FINISHES PER A221.25.EXTEND WALLS TO DECK WITH METAL STUDS & GYP BOARD TO MATCH EXISTING.26.PROVIDE AND INSTALL FURRING AND GYPSUM BOARD FROM FLOOR TO DECK ON ALL PERIMETER SALES AREAWALLS. EXTEND EXISTING FURRING AND GYPSUM BOARD TO DECK AS NEEDED.27.FURR OUT WALL TO ENCAPSULATE COLUMNS AND CROSS BRACE FRAMING.28.WALL BETWEEN SALES AND STOCK ROOM SHALL BE CONSTRUCTED FLOOR TO DECK WITH GYPSUM BOARD TOUNDERSIDE OF ROOF DECK EACH SIDE. PROVIDE CONTROL JOINTS IN GYPSUM BOARD AT 30FT O/C MAXIMUM. SEEENLARGED PLANS FOR INFORMATION ON WALL BETWEEN SALES AND OTHER BACK OF HOUSE ROOMS.29.CONCRETE FLOOR SLAB THROUGHOUT THE ENTIRE SPACE (SALES AND BACK OF HOUSE) SHALL BE LEVEL/READYAND FULLY PREPPED, PER SPECIFICATIONS, FOR NEW FLOORING AS NOTED.30.GC TO INSTALL 'WINDOW-MATE' OR APPROVED EQUAL AT TRANSITION BETWEEN END OF WALL AND STOREFRONTGLAZING.31.VESTIBULE (INCLUDING WALL/CEILING CONSTRUCTION, BRONZE ANODIZED INTERIOR AUTOMATIC SLIDING DOORSWITH TENANT'S REQUIRED HARDWARE, INTERIOR ALUMINUM STOREFRONT FRAMING AND GLAZING, FLOOR,CEILING AND WALL FINISHES). DOOR UNIT IS A NATIONAL ACCOUNT VENDOR ITEM.32.WALL PANELS AND CORNER GUARDS ON EXPOSED WALLS (EXCLUDING CONCRETE MASONRY WALLS).COORDINATE WITH TENANT FOR FINAL QUANTITY AND LOCATIONS. NATIONAL ACCOUNT VENDOR ITEM.33.PREP, PRIME AND PAINT EXPOSED COLUMNS; PROVIDE STAINLESS STEEL COLUMN WRAP TO 48" A.F.F.; REFERTO DETAIL ON SHEET A601.34.EXISTING WRAPPED COLUMN TO REMAIN. PATCH/REPAIR TO LIKE-NEW CONDITION. PROVIDE FRP WALL PANEL TO48" AFF, COVE BASE AND PAINT ABOVE, PER PROTOTYPE. PROVIDE AND INSTALL ACROVYN CORNER GUARDS PERPROTOTYPE.35.3/4" PLYWOOD TO 4'-0" A.F.F. AT ALL NON-MASONRY STOCK ROOM WALLS.36.MEN'S AND WOMEN'S RESTROOMS (INCLUDING WALL/CEILING CONSTRUCTION, FLOOR, CEILING AND WALLFINISHES, WOOD BLOCKING AND ACCESSORIES)37.JANITOR CLOSET (INCLUDING WALL/CEILING CONSTRUCTION, FLOOR, CEILING AND WALL FINISHES PERPROTOTYPE.)38.OFFICE (INCLUDING WALL/CEILING CONSTRUCTION, FLOOR, CEILING AND WALL FINISHES, WOOD BACKING ANDMILLWORK)39.BREAK ROOM (INCLUDING WALL/CEILING CONSTRUCTION, FLOOR, CEILING AND WALL FINISHES, WOOD BLOCKING,MILLWORK AND ACCESSORIES)40.OFFICE AND BREAK ROOM MILLWORK IS SUPPLIED BY TENANT, RECEIVED, ASSEMBLED AND INSTALLED BYGENERAL CONTRACTOR.41.40" LENGTH OF 6" DIAMETER PVC WITH END CAPS (FOR AS-BUILT DRAWINGS); TO BE MOUNTED HORIZONTALLY TOTHE WALL 10" A.F.F. ATTACH TUBE TO SUPPLEMENTAL EQUIPMENT WALL WITH HEAVY-DUTY METAL PIPE CLAMP,SIZED FOR A 6" DIAMETER PIPE.PLUMBING42.HANDICAP-COMPLIANT TOILET AND LAVATORY PER SPECIFICATION.43.HANDICAP-COMPLIANT HI-LO WATER COOLER WITH BOTTLE FILLER PER SPECIFICATION.44.MOP SINK WITH WATER HEATER ON SHELF ABOVE, PER SPECIFICATION.45.BREAK ROOM SINK IN BASE CABINET, PER SPECIFICATION.ELECTRICAL46.INTEGRATED FACILITIES SWITCHBOARD UNIT. NATIONAL ACCOUNT VENDOR ITEM. GENERAL CONTRACTORRESPONSIBLE FOR DELIVERY AND INSTALLATION. PROVIDE AND INSTALL PIPE RAIL PROTECTION IN FRONT PERNEC CLEARANCE REQUIREMENTS.47.NEW SUPPLEMENTAL EQUIPMENT; INCLUDING LIGHTING CONTROL PANEL, MISCELLANEOUS PANELS AND RACKS.G.C. TO RELOCATED EXISTING PHONE DEMARC, AND FIRE ALARM PANEL TO DESIGNATED LOCATION. SEEPROTOTYPE FOR ADDITIONAL INFORMATION.1234METER78TYP.9162429TYP. (JOANN SIDE)3133TYP.3636383942TYP.04A50101A50102A50103A501ADJACENT TENANT01A30103A30102A301NOTE:REFER TO VARIOUS BACKING/BLOCKING REQUIREMENTS THROUGHOUT THE SET PRIOR TO CONSTRUCTION OFWALLS.SEE SPECIFICATION SECTION 'GYPSUM BOARD - 092900' FOR ADDITIONAL INFORMATION ABOUT GYPSUM BOARDFINISHING LEVELD1D1BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22A201FLOOR PLAN02A40101A401004D1DAAA2A2CCCBDDDDB1B1DA1A1A6FDC57101113141516171717181718181818192021222428323232343535JANITOR11137454143444746SPRINKLER112TYP.32TYP.2522TYP.TYP.2632TYP.27264038404003A101112329TYP. (HARDWARE SIDE)30 BEDCFGH1234567A8' OHD4.65'-6"4'-0"TYP.5'-6" 7'-0" 4'-0" TYP. 4'-0" TYP.4'-5"2'-5"7'-10"2'-11" 12 ' - 0 "TYP.4'-0"TYP.5'-6"5'-6"7'-0"5'-6"4'-0" TYP.7'-0"9'-8"4'-8 1/2" EQ.EQ.4'-0"TYP. EQ.6'-11" TYP. EQ. 4'-3"SHEET KEYNOTESGENERAL NOTESLEGENDSEE LIGHT FIXTURE SCHEDULE ON ELECTRICAL DRAWINGS FOR MOUNTING HEIGHTS.FIXTURESYMBOLTYPE#A.SYSTEMS WILL HAVE THE FOLLOWING PRIORITIES:1) LIGHTING2) ACOUSTIC TILE CEILING SYSTEM3) SPRINKLER SYSTEM4) MECHANICAL SYSTEMS.B.SEE SHEET E100 FOR FULL LIGHT FIXTURE SCHEDULE AND MOUNTING HEIGHTS.C.SEE SHEET A601 FOR CEILING TYPES.D.ACOUSTICAL CEILING MAIN RUNNERS SHALL RUN PARALLEL TO LIGHT LUMINARIES TO MINIMIZE CUTTING.E.EMERGENCY LIGHTS IN SALES AREA TO MAINTAIN AVERAGE OF (1) FOOT-CANDLE (1) FOOT ABOVE FINISHFLOOR. REFER TO ELECTRICAL SHEETS FOR FURTHER INFORMATION.F.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOCAL CODE REQUIREMENTS CONCERNINGSEISMIC BRACING AND LATERAL SUPPORT REQUIREMENTS.G.CEILING GRID HANGER WIRES SHALL NOT BE ATTACHED TO ROOF DECK. HANGERS TO ATTACH TOUNISTRUT, CONDUIT AND/OR STRUCTURAL MEMBERS ONLY. MAY REQUIRE ADDITIONAL SUPPORTMEMBERS BE ADDED.H.SALES AREA LIGHT FIXTURES ARE TO HAVE ONE SHARED HANGER PER LIGHT FIXTURE UNLESS PROJECTIS IN SEISMIC ZONE. INSTALL AS REQUIRED FOR SITE-SPECIFIC FOR SEISMIC CONDITIONS.I.PAINT ALL VERTICAL CONDUIT DROPS, J-BOXES, ELECTRICAL WHIP, ETC. IN THE SALES AREA, TO MATCHDECK WHEN INSTALLED AFTER DECK HAS BEEN PAINTED.J.COORDINATE EXIT SIGN LOCATIONS/ HEIGHT WITH LOCAL FIRE MARSHAL. VERIFY THAT EXIT SIGNS WILLNOT INTERFERE WITH TENANT'S INTERIOR GRAPHICS OR LIGHTING.K.LIGHT FIXTURES AND LAMPS MUST BE PURCHASED THROUGH THE NATIONAL ACCOUNT VENDOR. (SEETITLE SHEET)L.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR STRAIGHTENING/RE-ALIGNING LIGHTING ROWSAFTER FIXTURE INSTALLATION IS COMPLETED.M.WHERE NEW ROOF PENETRATIONS ARE REQUIRED, ROOF SHALL BE PATCHED WITH LIKE MATERIALS,USING THE COMPANY RESPONSIBLE FOR MAINTAINING THE ROOF WARRANTY.N.HVAC STRUCTURAL SUPPORT IS DESIGNED BASED ON LOAD, STRUCTURE AND MECHANICAL DESIGN. SEESTRUCTURAL SHEETS.O.ALL DUCTWORK THAT OCCURS IN THE SALES AREA SHALL BE INSTALLED TIGHT TO UNDERSIDE OF DECKOR STRUCTURE. DUCTWORK VISIBLE IN OPEN DECK SALES AREAS SHALL BE PAINTED TO MATCH ROOFDECK.P.DUCTWORK VISIBLE IN OPEN DECK STOCK ROOM IS NOT REQUIRED TO BE PAINTED.Q.SEE SHEETS E104 AND E105 FOR DIMENSIONS FOR LIGHTING LAYOUT.LED STRIP LIGHT FIXTURE2X4 LED LAY-IN FIXTUREEMERGENCY EXIT LIGHTPENDANT LIGHT FIXTURELED TRACK LIGHT FIXTURELED RECESSED DOWNLIGHT FIXTUREP-3OPEN13'-4"GWBP-2GYPSUM BOARD CEILINGEXTERIOR EXITDISCHARGE LIGHTSUSPENDED ACOUSTICALCEILING SYSTEMEMERGENCY LIGHTFIXTURESYMBOLTYPEREFLECTED CEILING PLAN01SCALE: 3/32"=1'-0"P-3OPENINTERIOR - BLDG.1.SALES AREA LIGHTING IS SUSPENDED TO VARIOUS HEIGHTS MEASURED TO BOTTOM OF BALLAST.LIGHTING IS A NATIONAL ACCOUNT VENDOR ITEM. SEE MOUNTING HEIGHTS ON ELECTRICAL SCHEDULE.2.TRACK LIGHTING. NATIONAL ACCOUNT VENDOR ITEM. SEE ELECTRICAL SHEETS FOR FIXTURE SCHEDULEAND MOUNTING HEIGHT INFORMATION.3.CUTTING COUNTER 'SCOREBOARD' BELOW DECOR GRID. SEE STRUCTURAL SHEETS FOR ADDITIONALINFORMATION. BOTTOM OF SCOREBOARD = 9'-0" AFF. PAINT FRAMING BLACK AND PAINT CABLE TIE-BACKSUPPORTS TO MATCH CEILING.4.SURFACE MOUNTED LED LINEAR LIGHT FIXTURE. NATIONAL ACCOUNT VENDOR ITEM. SEE ELECTRICALSHEETS FOR FIXTURE SCHEDULE.5.SALES AREA IS OPEN TO DECK. DECK TO BE PREPPED AND PAINTED PER SPECIFICATIONS.6.STOCK ROOM IS OPEN TO DECK. DECK IS NOT REQUIRED TO BE PAINTED.7.STOCK ROOM LIGHTING IS MOUNTED TO BOTTOM OF JOISTS.8.GYPSUM BOARD CEILING.9.ACOUSTICAL DROP CEILING.10.GYPSUM BOARD HEADER @ 7'-10" A.F.F.11.2'-0" X 2'-0" MIN. ACCESS PANEL IN GYPSUM BOARD CEILING FOR CABINET HEATER SERVICE ACCESS. PAINTTO MATCH CEILING.MECHANICAL12.HIGH-EFFICIENCY HVAC UNIT AND NEW ROOF CURB OR ADAPTERS DEDICATED TO SALES AREA. NATIONALACCOUNT VENDOR ITEM.13.ROOF PENETRATIONS FOR RTU'S, EXHAUST FAN VENTS, GAS LINES AND FLUES (WHERE NOTED ONMECHANICAL AND PLUMBING PLANS.)14.EXISTING ROOF PENETRATION TO BE RE-USED FOR NEW ROOF CURB AND RTU. MODIFY OPENING ASNEEDED FOR NEW INSTALL.15.HVAC INTERIOR DISTRIBUTION DUCTWORK. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.16.STOCK ROOM UNIT HEATER IS MOUNTED 13'-0" A.F.F. TO BOTTOM OF UNIT; HEATER POSITION SHOULD NOTINTERFERE WITH STOCK ROOM SHELVING OR CARDBOARD BALER PLACEMENT; POSITION IS LOCATEDBETWEEN ROWS OF LIGHTS AND AWAY FROM PERIMETER STOCK ROOM SHELVING. UNIT HEATER IS ANATIONAL ACCOUNT VENDOR ITEM.17.VESTIBULE CABINET HEATER. SEE MECHANICAL PLANS FOR ADDITIONAL INFORMATION. NATIONALACCOUNT VENDOR ITEM.18.NEW CONCENTRIC DIFFUSER DROP FROM ROOF TOP UNIT ABOVE. BOTTOM OF DIFFUSER WILL FALLAPPROXIMATELY 24" BELOW ROOF DECK. COORDINATE SUPPLY DROP LOCATION WITH LIGHTING ANDSPRINKLER SYSTEM; WITH LIGHTING HAVING TOP PRIORITY. PAINTED TO MATCH ROOF DECK.19.HIGH-EFFICIENCY HVAC UNIT AND ROOF CURB. DEDICATED TO BOTH BACK OF HOUSE OFFICES AND STOCKROOM. DUCTWORK SHALL BE INSTALLED TIGHT TO UNDERSIDE OF ROOF DECK OR STRUCTURE. NATIONALACCOUNT VENDOR ITEM.20.EXISTING ROOF TOP UNIT TO REMAIN. GC TO INSPECT FOR DEFICIENCIES. SERVICE TO LIKE-NEWCONDITION AS NECESSARY. UNITS TO BE ADJUSTED TO NEW OUTDOOR AIRFLOW VALUES PEROCCUPANCY NEEDS. REF MECHANICAL.21.BOTTOM AND SIDES OF RETURN AIR DUCTWORK PAINTED TO MATCH ROOF DECK.ELECTRICAL22.BUILDING SIGN. NATIONAL ACCOUNT VENDOR ITEM. GENERAL CONTRACTOR/ELECTRICAL CONTRACTORTO PROVIDE BACKING & COORDINATE ANY POWER REQUIREMENTS W/ SIGN MANUFACTURER; FINAL SIGNWIRING BY SIGN COMPANY.23.BUILDING MOUNTED EGRESS LIGHT ABOVE DOOR. NATIONAL ACCOUNT VENDOR ITEM. SEE ELECTRICALPLANS FOR ADDITIONAL INFORMATION.24.EXISTING BUILDING-MOUNTED SECURITY LIGHT. VERIFY GOOD WORKING ORDER. CLEAN AND RELAMP.RE-CIRCUIT TO TENANT'S ELECTRICAL PANEL/ENERGY MANAGEMENT SYSTEM. SEE PROTOTYPICALELECTRICAL PLANS FOR ADDITIONAL INFORMATION.25.EXISTING UNDER-SOFFIT LIGHTS. VERIFY GOOD WORKING ORDER. CLEAN AND RELAMP. RE-CIRCUIT TOTENANT'S ELECTRICAL PANEL/ENERGY MANAGEMENT SYSTEM. SEE PROTOTYPICAL ELECTRICAL PLANSFOR ADDITIONAL INFORMATION.26.UNDER-SOFFIT MOUNTED EGRESS LIGHT CENTERED ABOVE ENTRY DOOR. NATIONAL ACCOUNT VENDORITEM. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.27.DIRECTIONAL EMERGENCY EXIT LIGHT. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.28.EMERGENCY EGRESS LIGHT. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.GENERAL CONTRACTOR SHALL MAINTAIN A 'NO-BUILD ZONE' = VOLUME OF SPACE FROM FINISH FLOOR TO 14'-0" AFF.FROM WALL TO WALL AND UP TOWARD DECK. OBSTRUCTIONS WOULD INCLUDE, BUT NOT LIMITED TO, FIRE INSPECTIONTEST STATIONS, ROOF DRAINS, CLEAN-OUTS, ELECTRICAL CONDUITS, SPRINKLER LINES, SIAMESE CONNECTIONS, ETC.03A70203A701TYP.123TYP.45TYP.76101117888999131920228'-0"GWBP-28'-0"ACT-18'-0"ACT-28'-0"ACT-18'-0"GWBP-2ETROPEN25TYP.ADJACENT TENANTBID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22A211REFLECTEDCEILING PLANVESTIBULE 101STORAGEBOPIS110SALES AREA102STOCK ROOM103CASH OFFICE104OFFICEGENERAL109BREAK ROOM108CORRIDOR107WOMEN106MEN105JANITOR111SPRINKLER11288'-0"GWBP-2ETROPEN8'-0"ACT-1213232324242425TYP.26TYP.27TYP.27TYP.27TYP.28TYP.28TYP.TYP.2021℄℄18TYP.TYP.202118TYP.TYP.202118TYP.TYP.202118TYP.TYP.202118TYP.TYP.18TYP.18TYP.21TYP.21TYP.18TYP.21TYP.121412131213131516 RAMP UPB EDCFGH1234567A8' OHD4.602FLOOR PAINT @STOCK6"A.SEE SPECIFICATIONS FOR ADDITIONAL DETAIL ON FLOOR PREP AND FLATNESS.B.TENANT FINISH PLANS (FP-1 FLOOR FINISH AND LAYOUT FIXTURE PLANS) WILL BE ISSUED BY TENANTAPPROXIMATELY 2 WEEKS AFTER THE 50% SITE VISIT.1.FINAL PLANS (MINOR CHANGES, WHEN APPLICABLE) WILL BE ISSUED BY TENANT APPROXIMATELY 2WEEKS PRIOR TO START OF FIXTURE INSTALLATION/CONSTRUCTION COMPLETE, AS DEFINED PERTENANT'S CONSTRUCTION SCHEDULE.1.UNLESS PROHIBITED BY CODE, A 4'-0" WIDE PATH WILL BE INTEGRALLY STAINED (COLOR: BLACK) ONPOLISHED STOCK ROOM CONCRETE FLOOR SLAB, FROM ELIASON DOOR TO RECEIVING MAN DOOR.NO STOCK SHALL BE STORED IN THIS AISLE. THIS 'RED ZONE' WILL BE INSTALLED BY THE NATIONALACCOUNT VENDOR.2.HOLD EDGE OF PAINT AISLE BACK 6" FROM INSIDE STOCK ROOM WALL SURFACE. SEE DETAIL ON THISSHEET.3.THRESHOLD TRANSITION REQUIRED AT EACH EXTERIOR EXIT DOOR. DOORS SHALL COMPLY WITHACCESSIBILITY REQUIREMENTS FOR EGRESS.GC SHALL COORDINATE WORK WITH ALL TRADES TO PROTECT POLISHEDCONCRETE FLOOR, AS REQUIRED PER SPECIFICATIONSSHEET KEYNOTESGENERAL NOTES#01SCALE: 3/32"=1'-0"INTERIOR FINISH PLANSCALE: 1/4" = 1'-0"CONC-1CONC-1CONC-1CONC-1CONC-1CONC-1CONC-1CONC-1CONC-102A221CONC-212STOCK ROOM103CONC-1CONC-2CORRIDOR107CONC-133302A70202A701CONC-1P-2P-2P-2 P-2BP-2 ADJACENT TENANTCONC-1BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22A221INTERIOR FINISHPLAN ANDDETAILSVESTIBULE 101STORAGEBOPIS110SALES AREA102STOCK ROOM103CASH OFFICE104OFFICEGENERAL109BREAK ROOM108CORRIDOR107WOMEN106MEN105JANITOR111SPRINKLER1123P-2P-2P-2P-2CONC-1CONC-1P-2P-2P-2TYP ALL STEELCOLUMNS03A601 RAMP UPB EDCFGH1234567A60" min. (new or ex.bldg.)door hinge 52" m in. (new b ldg. ) 1'-0" (12" min)3'-0" push doordoor hinge 52" min. (new bldg.)1'-0" ( 1 2 " m i n ) 3'-0" p u s h d o o r door hinge 60" min. (new or ex.bldg.) door hinge 60" m in. (new or ex.bldg.) door hinge52" min. (new bldg.)1'-0" (12" min)3'-0" push doordoor hinge60" min. (new or ex.bldg.)door hinge 52" m in. (new bl dg.) 1'-0" (12" min)3'-0" push door door hinge 60" mi n. (new or ex .bldg. ) door hinge52" min. (new bldg.)1'-0" (12" min)3'-0" push door door hinge60" m in. (new or ex.bldg.) door hinge52" min. (new bldg.)1'-0" (12" min)3'-0" push doordoor hinge 8' OHD30" NEWBLDG.52" NEWBLDG.30" NEWBLDG.52" NEW BLDG.60" min. (new or ex.bldg.)door hinge 52" min. (new bldg.)1'-0" (12" min)3'-0" push doordoor hinge 30" NE W BLDG.52" NEWBLDG.67" - new bl dg. 30" NE W BLDG . 52" NEWBLDG.4.6239'-8 1/2" BUILDING DIAGONAL13 of DIAGONAL = 79'-11"118'-11" is >1/3 BUILDING DIAGONAL111153' TRAVEL DISTANCE118' TRAVEL DISTANCE 168' TRAVEL DISTANCE 173' TRAVEL DISTANCE 189' TRAVEL DISTANCE 204' TRAVEL DISTANCE 1EXIT #1223FEFEFEFEFEFE3333EXIT #222222222EXIT #3FIXTURE PLACEMENT AND EGRESS PLAN44" MIN. PATH OF EGRESSTHIS PLAN IS PRELIMINARY AND FORREFERENCE ONLY. ALL FIXTURES ANDGRAPHICS ARE TO BE INSTALLED BY JOANNSTORES UNLESS NOTED OTHERWISE.1.44" MIN. PATH OF EGRESS.2.INTERIOR DOOR IDENTIFICATION PLAQUES TO BE PROVIDED BY NATIONAL ACCOUNT VENDOR AND INSTALLEDBY GENERAL CONTRACTOR. SEE SPECIFICATION SECTION 101416 PLAQUES FOR ADDITIONAL INFORMATION.3.PORTABLE (CLASS 2-A) FIRE EXTINGUISHERS TO BE INSTALLED PER NFPA 10.A.ALL FIXTURES AND INTERIOR SIGNAGE/GRAPHICS FURNISHED & INSTALLED BY TENANT UNLESS NOTESOTHERWISE.B.COORDINATE FINAL ELECTRICAL CONNECTIONS TO STORE FIXTURES, AS REQUIRED.C.ALL GRAPHICS TO CONFORM TO JURISDICTION HAVING AUTHORITY & BARRIER FREE DESIGN GRAPHICSMANUAL.D.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TOUCH-UP PAINT AFTER FIXTURE INSTALLATION ISCOMPLETED.E.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR STRAIGHTENING/ RE-ALIGNING LIGHTING ROWSAFTER FIXTURE INSTALLATION IS COMPLETED.F.ALL SALES AREA WALLS NOT COVERED BY MERCHANDISE SHELVING FIXTURES SHALL RECEIVE WALLPANEL TO 4'-0" AFF WITH PAINT ABOVE. COORDINATE WITH FINAL LAYOUT PLAN FROM TENANT.SHEET KEYNOTESGENERAL NOTES#01SCALE: 3/32"=1'-0"LEGENDADJACENT TENANTBID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22A231FIXTUREPLACEMENT ANDEGRESS PLAN EF-1UH-1RTU-4RTU-2RTU-3RTU-5RTU-6RTU-7RTU-8RTU-9RTU-10B/DECK 18'-4"+B/DECK 17'-8"+SLOPE STRUCTURE 1/4" PER FOOT (MIN.) (MONOSLOPE)A.B/DECK = BOTTOM OF DECKB.GENERAL CONTRACTOR SHALL INSTALL ROOF CURBS PURCHASED THROUGH TENANT'S NATIONALACCOUNT VENDOR. GENERAL CONTRACTOR SHALL PROVIDE CONTACT INFORMATION OF ROOFINGCONTRACTOR TO TENANT'S CONSTRUCTION DEPARTMENT FOR FUTURE USE/MAINTENANCE OFWARRANTY FOR ANY ADDITIONAL WORK PERFORMED BY TENANT.C.STANDARD ROOF CURBS ARE NOT HURRICANE-RATED. COORDINATE WITH NATIONAL ACCOUNT VENDORWHEN SITE-SPECIFIC LOCATION DICTATES A SPECIFIC CURB.D.BOTTOM OF DECK HEIGHT MAY VARY DEPENDING ON RECOMMENDED JOIST DEPTH AND LOCAL CODEREQUIREMENTS.E.ALL GUTTERS, DOWNSPOUTS AND UNDERGROUND DRAIN PIPING SHALL BE SIZED PER SITE-SPECIFICCONDITIONS.F.REFERENCE PLUMBING DRAWINGS FOR GAS PIPING DETAILS.G.PROVIDE AND INSTALL EDGE PROTECTION, IF REQUIRED PER CODE, AT ANY ROOF-INSTALLED ITEMWHERE DISTANCE TO EDGE DICTATES.H.SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ABOUT ROOF CONSTRUCTION REQUIREMENTS.I.PAINT GAS PIPING ON ROOF; COLOR: "SAFETY YELLOW".J.GENERAL CONTRACTOR IS REQUIRED TO PROVIDE ROOFING SHOP DRAWINGS FOR APPROVAL PRIOR TOINSTALLING.1.EXHAUST FAN PENETRATION THROUGH ROOF; REFER TO MECHANICAL SHEETS.2.ROOF TOP UNIT PENETRATION AND ROOF CURB LOCATION; RTU'S AND CURBS MUST BE PURCHASEDTHROUGH TENANT'S NATIONAL ACCOUNT VENDOR.3.14" HIGH INSULATED ROOF CURB. NATIONAL ACCOUNT VENDOR ITEM.4.EXISTING ROOF DRAIN TO REMAIN. GC TO ENSURE DRAINS ARE FREE-FLOWING AND CLEAR OF DEBRIS.INSTALL NEW ROOF DRAIN DOMES THAT ARE MISSING.5.4" FLUE THROUGH ROOF FOR STOCK ROOM HEATER; REFER TO MECHANICAL SHEETS.6.PROVIDE AND INSTALL BUILT-UP INSULATION/CRICKET/SADDLES AS NEEDED AT EACH ROOF TOP UNIT TOMAINTAIN POSITIVE SLOPE ON ROOF TOWARD DRAINAGE AT REAR.7.NEW ROOF TOP UNIT AND CURB IN EXISTING ROOF TOP UNIT LOCATION; RTU'S AND CURBS MUST BEPURCHASED THROUGH TENANT'S NATIONAL ACCOUNT VENDOR.8.EXISTING ROOF TOP UNIT TO REMAIN. GC TO INSPECT FOR DEFICIENCIES. SERVICE TO LIKE-NEWCONDITION AS NECESSARY. UNITS TO BE ADJUSTED TO NEW OUTDOOR AIRFLOW VALUES PEROCCUPANCY NEEDS.GENERAL NOTESROOF PLAN01SHEET KEYNOTES#SCALE: 3/32" = 1'-0"235146ADJACENT TENANTBID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22A241ROOF PLAN736236236B/DECK 16'-6"+B/DECK 15'-7"+B/DECK 15'-5"+44444SLOPE STRUCTURE 1/4" PER FOOT (MIN.) (MONOSLOPE) EXISTING SLOPE STRUCTURE 1/4" PER FOOT (MIN.) (MONOSLOPE) EXISTING EXISTING 88888B/DECK 18'-4"+ BEDCFGHATO REMAINT.O. GABLE10'-5" A.F.F.B.O. CANOPYEXISTING BRICKTO REMAINEXISTING CANOPYTO REMAINEXISTING CANOPYTO REMAINEXISTING BRICKTO REMAINEDFGHMMEXISTING METALPANEL TO REMAINPAINT TO MATCHADJACENT1234567TO REMAINT.O. GABLE10'-5" A.F.F.B.O. CANOPYEXISTING BRICKTO REMAINEXISTING CANOPYTO REMAINEXISTING METALPANEL TO REMAIN01SCALE: 1/8"=1'-0"EXTERIOR ELEVATIONSCALE: 1/8"=1'-0"SHEET KEYNOTESGENERAL NOTES#02SCALE: 1/8"=1'-0"EXTERIOR ELEVATION 1.EXISTING INCOMING ELECTRICAL SERVICE WITH TRANSFORMER, METER, & CT CABINET. INSTALL NEWEXTERIOR DISCONNECT SWITCH; SERVICE TO BE ROUTED TO TOP-FEED THE MDP IN THE NEWINTEGRATED FACILITIES SWITCHBOARD UNIT.2.EXISTING GAS SERVICE AND METER. NEW PIPING (W/ NEW LOAD) - SEE PLUMBING FOR ADDITIONALINFORMATION. PAINT GAS PIPING AS SPECIFIED ON SHEET A601.3.NOT USED.4.EXISTING TRASH ENCLOSURE TO REMAIN.5.DELIVERY AREA; 14' X 14' REINFORCED CONCRETE PAD. REFER TO SITE PLAN FOR ADDITIONAL DETAIL.6.PROTECTIVE CONCRETE BOLLARD. PROVIDE LDPE PLASTIC SLEEVE, COLOR; 'SAFETY YELLOW'. REFERTO DETAIL ON SHEET A101.7.NOT USED.8.EXISTING HANDICAP ACCESSIBLE CURB RAMP TO REMAIN.9.NOT USED.10.NOT USED.11.NOT USED.12.FUTURE SIGNAGE (SHOWN DASHED) TO BE SUPPLIED & INSTALLED BY TENANT'S COMPANY. GENERALCONTRACTOR/ELECTRICAL CONTRACTOR TO PROVIDE BACKING AND COORDINATE ANY POWERREQUIREMENTS W/ SIGN MANUFACTURER; FINAL SIGN WIRING BY SIGN COMPANY. SIGNAGE IS ADEFERRED SUBMITTAL.13.EXISTING STOREFRONT FRAMING AND GLAZING TO REMAIN.14.BRONZE ANODIZED, AUTOMATIC SLIDING DOOR UNIT; WITH TENANT'S REQUIRED HARDWARE. NATIONALACCOUNT VENDOR ITEM.15.NEW BRONZE ANODIZED STOREFRONT FRAMING AND GLAZING. WINDOW BLINDS AND/OR VINYLGRAPHICS MAY BE REQUIRED BY SITE-SPECIFIC STORE LAYOUT PLAN; PROVIDED AND INSTALLED BYTENANT.16.EXTERIOR DOOR & FRAME IN EXTERIOR STUD WALL. EXPOSED FRAME ON EXTERIOR TO BE PAINTED.PROVIDE AND INSTALL TENANT'S REQUIRED HARDWARE. NATIONAL ACCOUNT VENDOR ITEM. REFER TOSTRUCTURAL FOR SUPPORT DETAILS.17.OVERHEAD COILING DELIVERY DOOR (8'X10') WITH VISION PANEL, FRAME AND BOX BEAM/COLUMNS;WITH TENANT'S REQUIRED HARDWARE. NATIONAL ACCOUNT VENDOR ITEM. VISION PANEL TO BELOCATED ON SIDE NEAREST CHAIN ON INTERIOR. REFER TO STRUCTURAL FOR SUPPORT DETAILS.18.SIGN COMPANY WILL PROVIDE AND INSTALL DELIVERY DOOR SIGN.19.DOOR BUZZER. NATIONAL ACCOUNT VENDOR ITEM. SEE ELECTRICAL SHEETS FOR ADDITIONALINFORMATION.20.BUILDING-MOUNTED TENANT KEY LOCK BOX. PROVIDED AT END OF CONSTRUCTION WITH KEY INSIDE.NATIONAL ACCOUNT VENDOR ITEM.21.SIGN COMPANY WILL PROVIDE AND INSTALL SIGNS ON THE EXTERIOR OF EACH EGRESS DOOR STATING'EMERGENCY EXIT: DO NOT BLOCK'.22.BUILDING MOUNTED EGRESS LIGHT ABOVE DOOR. SEE ELECTRICAL SHEETS. NATIONAL ACCOUNTVENDOR ITEM.23.EXISTING BUILDING MOUNTED SECURITY LIGHT. VERIFY GOOD WORKING ORDER. CLEAN AND RELAMP.RE-CIRCUIT TO TENANT'S ELECTRICAL PANEL/ENERGY MANAGEMENT SYSTEM. SEE PROTOTYPICALELECTRICAL PLANS FOR ADDITIONAL INFORMATION.24.6'-0" HIGH CMU OPENING EDGE PROTECTION: 8"X4"X7/16" STEEL ANGLE WITH 1/2" THREADED ROD AT 18"O.C. ATTACHED WITH HILTI HIT-HY70 (WITH 4" EMBEDMENT). PAINT PER SPECIFICATION.A.VERIFY ELECTRICAL REQUIREMENTS WITH TENANT'S NATIONAL ACCOUNT SIGNAGE VENDOR.B.VERIFY BACKING REQUIREMENTS FOR EACH SIGN WITH TENANT'S NATIONAL ACCOUNT SIGNAGEVENDOR.C.T = TEMPEREDD.PROVIDE AND INSTALL EDGE OF ROOF SAFETY PROTECTION, IF REQUIRED PER CODE, AT ANYROOF-INSTALLED ITEM WHERE DISTANCE TO EDGE DICTATES.E.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY BANNERS STAYING UP FOR THEDURATION OF CONSTRUCTION.F.PROVIDE WATERTIGHT ROOFING SYSTEM, INCLUDING BUT NOT LIMITED TO, ALL ROOFING MEMBRANES,FLASHING, DRAINAGE SYSTEMS, AND COPING IN TENANT SPACE. ROOF SHALL BE WATERTIGHT AT TIMESPACE IS TURNED OVER TO TENANT FOR POSSESSION.G.PROVIDE WATERTIGHT BUILDING ENVELOPE. BUILDING SHALL BE WATERTIGHT AT TIME SPACE IS TURNEDOVER TO TENANT FOR POSSESSION.H.BUILDING SIGNAGE ON SIDE AND/OR REAR ELEVATION WILL BE SHOWN AS TENANT DEEMS NECESSARYON A SITE BY SITE BASIS. COORDINATE WITH TENANT'S SIGN COMPANY FOR FINAL-APPROVED DESIGN.ADDITIONAL POWER AND/OR BACKING MAY BE REQUIRED. SIGNAGE SHOWN IS SCHEMATIC.I.SEAL ALL EXPOSED CMU. REFER TO SPECIFICATIONS.04EXTERIOR ELEVATION 48141812BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/2215151321176613131513215162221201922162323TYP.TYP.24A301EXTERIORELEVATIONS RECESSED CABINETHEATER; REFER TO MECHSHEETS.5'-2"3'-6"4'-0"VESTIBULE INTERIOR206A401B.O. ROOF DECK18'-4" A.F.F.EXISTING CANOPYSTRUCTURE TO REMAINCONCRETE SIDEWALKEXISTING STRUCTURETO REMAIN05S301EXTERIOR BRICK WALLTO REMAINB.O. CANOPY10'-5" A.F.F.VESTIBULE INTERIOR89 3/4" DOOR UNIT HT.5'-10" TRANSOMALUMINUM STOREFRONTTRANSOM. SEESPECIFICATIONS.89 3/4" DOOR UNIT HT.5'-10" TRANSOMBIPART SLIDING DOOR UNIT1'-10"3'-6"2HORIZONTAL BLOCKING INWALL FRAMING ON EACH SIDEOF THE SLIDING DOORS6" METAL STUD W/ 5/8" GYP.BOARD TO DECK ON SALES FLOORSIDEINSPECTION PLATFORM/CATWALK IN BOTH VOIDSPACE. PROVIDE 6" METAL STUDS AND 3/4"FIRE-RETARDANT TREATED EXTERIOR GRADEPLYWOOD FLOOR.SURFACE MOUNTED LED LIGHTFIXTURE.06A401B.O. ROOF DECK18'-4" A.F.F.EXISTING CANOPYSTRUCTURE TO REMAINCONCRETE SIDEWALKEXISTING STRUCTURETO REMAIN05S301EXTERIOR BRICK WALL(BEYOND) TO REMAINB.O. CANOPY10'-5" A.F.F.GYPSUM BOARD SCREWSSHALL NOT INTERFERE WITHROOF AT FULL DEFLECTIONSHORT ANCHOR TOLOWER DECK FLUTE,UNDERSIDE OF DECKSTRUCTURE20 GA. STEEL PLATEINSTALLED TO SPANFLUTES6" OR 3 5/8" 20GAUGE TOPRUNNERGYPSUM BOARD (DO NOTSCREW TO TOP STEELDEFLECTION TRACK)6" OR 3 5/8" METAL STUDS AT16" O.C.VERT. DISTANCE EQUAL TOMAX. LIVE LOAD; DEFLECTIONOF ROOF JOISTS & GIRDERS.1 1/2" MIN.WALL SECTION THROUGH ENTRY DOORS01SCALE: 1/2" = 1'-0"TOP PLATE DETAIL03SCALE: 1" = 1'-0"WALL SECTION THROUGH WINDOWS02SCALE: 1/2" = 1'-0"BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22A401VESTIBULEWALLSECTIONS 18'-4" A.F.F.BOTTOM OF ROOF DECK0'-0" A.F.F.FINISH FLOOR1'-0" 6'-6" 8'-6" 14'-0" GENERAL LIGHTINGsewit12'-0" BOPIS CLOSET BOTTOM OF ROOF DECK18'-4" A.F.F.FINISH FLOOR0'-0" A.F.F.1'-0" 6'-6" 7'-10" 14'-0" GENERAL LIGHTING4'-0"TYP.knititthreadit8'-6" 8'-6"BOTTOM OF ROOF DECK18'-4" A.F.F.FINISH FLOOR0'-0" A.F.F.BOTTOM OF ROOF DECK16'-6" A.F.F.FINISH FLOOR0'-0" A.F.F.1'-0"6'-6"arrangeit14'-0" GENERAL LIGHTING4'-0"TYP.blingitROCK THE SCISSORS & PAPERimagineit1'-0" 6'-6"FINISH FLOOR0'-0" A.F.F.FINISH FLOOR0'-0" A.F.F.stitchit14'-0" GENERAL LIGHTINGPIECE, LOVE & QUILTINGBOTTOM OF ROOF DECK18'-4" A.F.F.BOTTOM OF ROOF DECK15'-7" A.F.F.stuff it8'-6"INTERIOR ELEVATION - REAR WALLINTERIOR ELEVATION - RIGHT SIDE WALLINTERIOR ELEVATION - LEFT SIDE WALLINTERIOR ELEVATION - FRONT WALL1.HANDICAP CODE-COMPLIANT EXIT SIGNS AT ALL EGRESS DOORS AND EGRESS HALLWAYS TO BEPROVIDED BY NATIONAL ACCOUNT VENDOR AND INSTALLED BY GENERAL CONTRACTOR. SEESPECIFICATION SECTION 101416 PLAQUES FOR ADDITIONAL INFORMATION.2.VESTIBULE AND/OR ENTRY DOORS. NATIONAL ACCOUNT VENDOR ITEM.3.EXTEND FURRING STRIPS TO OPENING, BUT DO NOT SCREW OR ATTACH 4'-0" AT EITHER SIDE OFOPENING OR 4'-0" OUT FROM EACH CORNER.4.2" X 4" FURRING STRIPS SCREWED TO STUD WALL. STOP FURRING 1'-0" SHORT OF END OF FIXTURE RUN.GENERAL CONTRACTOR TO INSTALL FURRING WITH (2) #12 SCREWS AT EACH STUD; UNLESS DIRECTEDOTHERWISE PER LOCAL SEISMIC REQUIREMENTS. CONTROL JOINTS TO MATCH GYPSUM BOARD.5.TOP OF SHELVING FIXTURE AT 8'-6" A.F.F.6.ADDITIONAL 2" X 4" FIRE RETARDANT WOOD BLOCKING MAY NEED TO BE INSTALLED WITHIN THE WALL ATEACH FOCAL WALL DECORATIVE FIXTURE SURROUND. HEIGHTS VARY PER EACH ALCOVE TYPE.7.NEW DARK BRONZE ANODIZED ALUMINUM STOREFRONT WINDOWS.8.BTR LIGHT BOXES. REF STORE PLANNING DETAILS AND ELECTRICAL FOR ADDITIONAL INFORMATION.9.ACROYVN CORNER GUARDS AT ALL EXPOSED OUTSIDE CORNERS. TYPICAL. NATIONAL ACCOUNTVENDOR ITEM.10.WALL PANEL WITH MATCHING TRIM AND ACCESSORIES SHALL BE INSTALLED ON EXTERIOR WALL FROMINTERSECTION OF INSIDE CORNER OF VESTIBULE/ PERIMETER SALES WALL TO A POINT THAT WILL FALLBEHIND THE NEAREST SHELVING FIXTURE. PAINT ABOVE. TYPICAL EACH SIDE OF VESTIBULE.SITE-SPECIFIC DIMENSION PROVIDED BY TENANT.11.VERTICAL CONTROL JOINTS EVERY 30'-0" MIN. IN GYPSUM BOARD AND HORIZONTAL FURRING STRIPS;COORDINATE LOCATIONS IN FIELD WITH WALL OPENINGS.A.ALL PERIMETER WALLS TO BE PAINTED P-2 FLOOR TO DECK. U.N.O.B.INSTALL BASE CB-1 IN ALL SALES AREA LOCATIONS THAT DO NOT RECEIVE STORE FIXTURES. REFERENCETENANT-PROVIDED FIXTURE PLAN FOR LOCATIONS.C.PROVIDE VERTICAL CONTROL JOINTS IN GYP. BOARD AND HORIZONTAL FURRING STRIPS AT EVERY 30'-0"MIN. OR AS REQUIRED TO MATCH EXPANSION JOINTS IN EXTERIOR MASONRY WALL. GYPSUM BOARD BUTTJOINTS SHALL BE STAGGERED VERTICALLY AND HORIZONTALLY ON WALL SURFACE.D.ALL SURFACE MOUNTED CONDUIT, EXPOSED J-BOXES, ACCESS PANELS, ETC. TO BE PAINTED OUT TOMATCH ADJACENT WALL COLOR.E.PROVIDE AND INSTALL ACROYVN CORNER GUARDS ON ALL OUTSIDE CORNERS (EXCEPT THE COLUMNSAND IN THE STOCK ROOM, U.N.O.) IN THE SPACE.F.WALL PANEL (WP-1) TRIM PIECES, INSIDE CORNERS, END CAPS, TOP CAPS, TRANSITIONS, SHALL BEINSTALLED PER MANUFACTURERS RECOMMENDATIONS. ALL OUTSIDE CORNERS SHALL BE ACROVYNVA-200. NATIONAL ACCOUNT VENDOR ITEM.G.TENANT FINISH PLANS (FP-1 FLOOR FINISH AND LAYOUT FIXTURE PLANS) WILL BE ISSUED BY TENANTAPPROXIMATELY 2 WEEKS AFTER THE 50% SITE VISIT.1.FINAL PLANS (MINOR CHANGES, WHEN APPLICABLE) WILL BE ISSUED BY TENANT APPROXIMATELY 2WEEKS PRIOR TO START OF FIXTURE INSTALLATION/CONSTRUCTION COMPLETE, AS DEFINED PERTENANT'S CONSTRUCTION SCHEDULE.H.INTERIOR DOOR IDENTIFICATION PLAQUES TO BE PROVIDED BY NATIONAL ACCOUNT VENDOR ANDINSTALLED BY GENERAL CONTRACTOR SEE SPECIFICATION SECTION 101416 PLAQUES FOR ADDITIONALINFORMATION.I.PULL STATIONS AND OTHER DEVICES WILL BE MOUNTED WITH BOTTOM OF DEVICE AT 40" AFF. TYPICAL.DECK & BARJOISTSTYP.TYP.03SCALE: 1/8"=1'-0"GENERAL NOTESSHEET KEYNOTES#04SCALE: 1/8"=1'-0"02SCALE: 1/8"=1'-0"01SCALE: 1/8"=1'-0"CORNER GUARD SHALL EXTEND TOFLOOR; PROVIDE CLEAR SILICONECAULK TOP AND BOTTOM.COVE BASE TO STOP ATCORNER GUARDCORNER GUARD SHALL STOP ATBOTTOM OF WALL PANEL TRIMCORNER GUARD DETAILS05WP-1WP-1CB-1P-3DECK & BARJOISTSP-3P-2DECK & BARJOISTSP-3WP-1CB-1DECK & BARJOISTSP-33911147287TYP.BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22A501INTERIORELEVATIONSAND DETAILSWP-1CB-1WP-1CB-1WP-1WP-1CB-1WP-1CB-1P-2P-2AP-2AP-2P-2P-2P-2P-210TYP.WP-1CB-1P-2P-2WP-1CB-1WP-1CB-199733333TYP.4TYP.4TYP.4TYP.11TYP.1166P-2P-2P-2P-2TYP.5TYP.5TYP.5TYP.5377TYP.4CB-1WP-1WP-1CB-19 8'-0" A.F.F.CEILING0'-0" A.F.F.FINISH FLOORABC43" 60" 43" 60"D±8'-0"4'-0"TYP.3'-0"CLEAR40" BOT.REFLECTIVESURFACE 2'-11"1'-6"20" BOT.INSTALLEDMIRRORSURFACEMOUNTEDSOAPDISPENSERwithDRIP TRAYTWINJUMBO-ROLLTOILET TISSUEDISPENSER SURFACEMOUNTEDSANITARY NAPKINDISPOSAL36"36" S.M.42" S.M.40"18" MIN.VERTICALSURFACEMOUNTEDDEODORIZERSURFACEMOUNTEDSEAT-COVERDISPENSER6'-6"CLSURFACE MOUNTEDSENSOR PAPERTOWEL DISPENSERCOATHOOKGRAB BARS40" BOT.INSTALLED40" CINSTALLEDL40" BOT.INSTALLED15" BOT.INSTALLED32" BOT.INSTALLED40" HOLDOPERABLE PART ROUGH OPENING 3512"WIDE X 2012" HIGH X 414"DEPTH3'-1012"T.O. OPNGRECESSED BABYCHANGING STATIONTOP OF GRIPPINGSURFACE37"SURFACEMOUNTEDHAND DRYERTA-1TA-2TA-3TA-4TA-5TA-6TA-7TA-8TA-9GB-1GB-2GB-3TA-10BCDA0'-0" A.F.F.FINISH FLOOR8'-0" A.F.F.CEILING1'-5 1/4" HOLD1 1/4"5'-7 3/4"EQA13'-4" A.F.F.CEILING0'-0" A.F.F.FINISH FLOORBCD4'-0"TYP.13'-4"2'-9 11/16"EQEQ7'-6" DOOR UNIT12'-0" DOOR UNIT144 1/2" R.O.EQ3'-6"5'-2"5'-10" TRANSOM7'-6" DOOR UNIT12'-0" DOOR UNIT144 1/2" R.O.3'-4" 10" 8'-0"10"2'-8 1/4"4'-6"5 3/4"1'-4 1/4"5'-0"2'-9 11/16"2'-9 5/8"2'-9 5/8"3'-6"1'-10"V.I.F. 3'-6" 3'-6" 1'-10" V.I.F. 5'-10" TRANSOM 4'-0" 5'-2"4'-0" 13'-4"2'-11"3'-6"5'-2"2'-11"2'-11"4'-0" 13'-4"2'-8 1/4"2'-8 1/4"HOLDPROVIDE (3) #10SCREWS @ EACHGRAB BARFASTENERLOCATION.PROVIDE F.R.T. 2X6BLOCKING BETWEENSTUDS @ EACH GRABBAR LOCATION.WALL ASSCHEDULEDGRAB BAR 1-1/2"NOMINALDIAMETER1 1/2"17"-19" RIM 12"HOLDFINISHEDWALL40" HOLD 36"GRAB BAR16"-18"42" GRAB BAR40" HOLD8" HOLD18" GRAB BAR24" MIN.12" MIN.CL1 1/2" MIN. 33"-36" HOLD TOP OF GRIPPING SURFACE 4"OF DOORLATCH SIDE5'-0"(VARIOUS)INTERNATIONAL SYMBOL OFACCESSIBILITYACCESSIBLE ACCESSSIGN18" MIN.18" MIN. 45°A8'-0" A.F.F.CEILING0'-0" A.F.F.FINISH FLOORBDC4'-0"2'-8"MAX.3'-0"4'-0" TYP. 43" MAXA 8'-0" A.F.F.CEILING0'-0" A.F.F.FINISH FLOOR3'-0"HOLDBDC43" 60"2'-5"2'-8"MAX.3'-3"HOLD4'-0" TYP.4'-0"4'-0"2'-2"43" MAXINTERIOR ELEVATIONS - BREAK ROOM (REFERENCE SHEET A701 FOR ENLARGED BREAK ROOM PLAN)03SCALE: 1/4" = 1'-0"INTERIOR ELEVATIONS - GENERAL OFFICE (REF. A701 FOR ENLARGED PLAN)SCALE: 1/4" = 1'-0"02NOTE: REFER TO SPECIFICATION SECTION10800 FOR RESTROOM ACCESSORIESLEGEND.04INTERIOR ELEVATIONS - WOMEN'S REST ROOM (REFERENCE SHEET A701 FOR ENLARGED RESTROOM PLANS)SCALE: 1/4" = 1'-0"INTERIOR ELEVATIONS - VESTIBULE (REFERENCE SHEET A702 FOR ENLARGED VESTIBULE PLAN)06BOTHTOILETROOMSTYP.2341211111212NOTE: VERIFY ALL RESTROOM ACCESSORYMOUNTING HEIGHTS WITH MANUFACTURERSINSTALLATION INSTRUCTIONS FOR HANDICAPACCESSIBILITY COMPLIANCE.1913(MEN'S REST ROOM SIM./OPP.)0709MOUNTING - GRAB BARSMOUNTING - GRAB BARS151515881468TYP.2020INTERIOR DOOR IDENTIFICATION PLAQUES TO BEPROVIDED BY NATIONAL ACCOUNT VENDOR AND INSTALLEDBY GENERAL CONTRACTORSEE SPECIFICATION SECTION 101416 PLAQUES FORADDITIONAL INFORMATION.22523(REFER TO SPECIFICATIONS FOR FRAMING THICKNESS)1.HEAVY-DUTY KV BRACKET; NATIONAL ACCOUNT VENDOR ITEM INSTALLED BYGENERAL CONTRACTOR.2.16" DEEP SHELVES INSTALLED 2" FROM WALL; NATIONAL ACCOUNT VENDORITEM. INSTALLED BY GENERAL CONTRACTOR.3.PLUG-MOLD; SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.4.SINGLE GANG JUNCTION BOX WITH COVER PLATE, CONDUIT AND PULL STRINGSFOR LOW VOLTAGE WIRING BELOW DATA RACK ON WALL WITH COMPUTERWORK STATIONS, ABOVE COUNTERTOP AND BELOW SHELVING. SEEELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.5.SECURITY KEYPAD AND ANNUNCIATOR PANEL LOCATION. NATIONAL ACCOUNTVENDOR ITEM. CONDUIT AND BACK BOX PROVIDED AND INSTALLED BYGENERAL CONTRACTOR AT 60" A.F.F. TO BOTTOM. SEE ELECTRICAL DRAWINGSFOR ADDITIONAL INFORMATION.6.DOOR BUZZER ON RIGHT SIDE OF VESTIBULE DOORS. SEE ELECTRICALDRAWINGS FOR ADDITIONAL INFORMATION. NATIONAL ACCOUNT VENDOR ITEM.7.1'-10"X10" VISION PANEL IN DOOR. SEE DOOR HARDWARE LEGEND ON A601.NATIONAL ACCOUNT VENDOR ITEM.8.DOOR VIEWER IN DOOR. SEE DOOR HARDWARE LEGEND ON A601. NATIONALACCOUNT VENDOR ITEM.9.I.G. QUAD RECEPTACLE BEHIND DATA RACK ON WALL WITH COMPUTER WORKSTATIONS. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.10.WALL PANEL ENDS/INSIDE CORNERS AND TOP TO BE FINISHED WITHCORRESPONDING ACCESSORY PIECES TO MATCH WALL PANEL. ALL OUTSIDECORNERS SHALL BE ACROVYN VA-200. WALL PANEL AND CORNER GUARDSSHALL BE CAULKED AT BOTH WALL AND FLOOR. NATIONAL ACCOUNT VENDORITEM.11.PLASTIC LAMINATE COUNTERS AND BACKSPLASH; PROVIDED BY NATIONALACCOUNT VENDOR, INSTALLED BY GENERAL CONTRACTOR COUNTERSUPPORTS TO BE LOCATED/INSTALLED PER TENANT-PROVIDED FINISH PLANS.OFFICE EQUIPMENT PROVIDED AND INSTALLED BY TENANT.12.BREAK ROOM BASE SINK CABINET AND WALL CABINET; PROVIDED BY NATIONALACCOUNT VENDOR, INSTALLED BY GENERAL CONTRACTOR MILLWORKBLOCKING PER DETAIL ON A701. SINK PROVIDED AND INSTALLED BY GENERALCONTRACTOR MICROWAVE PROVIDED AND INSTALLED BY TENANT.13.PROVIDE CB-1 OVER BLACK TOE KICK ON BREAK ROOM BASE CABINETRYAFTER CABINETS ARE INSTALLED.14.(2) 4x4 JUNCTION BOXES WITH COVER PLATES, 2" CONDUITS AND PULL STRINGSFOR LOW VOLTAGE WIRING ON WALL WITH COMPUTER WORK STATIONS. SEEELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.15.PROVIDE CONTINUOUS 3/4" F.R.T. PLYWOOD BACKING UNDER GYPSUM BOARD(THIS WALL ONLY FROM FLOOR TO CEILING) IN GENERAL OFFICE.16.ADHESIVE DECAL ON ENTRY DOOR STATING BUILDING IS ACCESSIBLE,PROVIDED AND INSTALLED BY TENANT.17.NOT UED.18.NOT USED.19.NOT USED.20.SHIM TO FRP DEPTH BEHIND THE ACCESSORIES AND BRACKET. CAULK GAP ATWALL. ACCESSORIES AND BRACKET SHALL REST LEVEL ON FRP21.NOT USED.22.TWO VERTICAL 4X8 SHEETS OF WP-1 TO BE INSTALLED BEHIND BREAK ROOMCABINETRY AND REFRIGERATOR.23.PULL STATION TO BE MOUNTED WITH BOTTOM OF DEVICE AT 40" AFF. TYPICAL.24.TEMPERATURE SENSOR FOR CABINET HEATER. SEE MECHANICAL PLANS FORADDITIONAL DETAILS.25.INTERIOR DOOR IDENTIFICATION PLAQUES TO BE PROVIDED BY NATIONALACCOUNT VENDOR AND INSTALLED BY GENERAL CONTRACTOR SEESPECIFICATION SECTION 101416 PLAQUES FOR ADDITIONAL INFORMATION.A.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALLDIMENSIONS, CLEARANCES, OPENINGS, ETC. DIMENSIONS INDICATED MAY BEALTERED TO ACCOMMODATE ACTUAL FIELD CONDITIONS AND TOLERANCES ASLONG AS THEY REMAIN HANDICAP COMPLIANT.B.ALL FURNITURE, APPLIANCES, OFFICE EQUIPMENT IN OFFICES AND IN BREAKROOM TO BE SUPPLIED AND INSTALLED BY TENANT, UNLESS NOTED OTHERWISE.C.SEE SHEET A601 FOR FINISH SCHEDULE.D.PROVIDE ACROVYN CORNER GUARDS ON ALL OUTSIDE CORNERS. NATIONALACCOUNT VENDOR ITEM.E.TA-2, TA-7 AND TA-9 WILL BE PURCHASED AND SHIPPED TO THE SITE BY TENANT.RECEIVING AND INSTALLATION SHALL BE BY THE GENERAL CONTRACTOR.F.TA-4 SHALL BE INSTALLED IN BOTH WOMEN'S RESTROOM AND IN MEN'SRESTROOM (MEN'S MAY BECOME A UNISEX RESTROOM IN FUTURE).G.PROVIDE AND INSTALL BACKER ROD AND CLEAR SILICONE SEALANT ATMIRROR/WALL INTERSECTION WHERE MIRROR STRADDLES BOTH PAINTEDGYPSUM BOARD AND WP-1. TOP TRIM PIECE OF ACROVYN NOT NEEDED ATMIRROR.H.3'-0" OF FLOOR SPACE SHALL BE DEDICATED FOR REFRIGERATOR INSTALLATION.I.FOR HEIGHTS OF ELECTRICAL DEVICES, REFER TO ELECTRICAL DRAWINGS.J.INTERIOR DOOR IDENTIFICATION PLAQUES TO BE PROVIDED BY NATIONALACCOUNT VENDOR AND INSTALLED BY GENERAL CONTRACTOR. SEESPECIFICATION SECTION 101416 PLAQUES FOR ADDITIONAL INFORMATION.NOTE: COAT HOOK IN RESTROOMS MUST BEINSTALLED ON THE WALL WITH WOODBLOCKING, NOT ON DOOR.1010FIG. 703.3.11LOCATION OF TACTILE SIGNSAT DOORS (PULL SIDE)08MOUNTING SCHEMATIC SIGNAGEINTERIOR ELEVATIONS - CASH OFFICE (REF. A701 FOR ENLARGED PLAN)05SCALE: 1/4" = 1'-0"71515TYP.312TYP.2015SHEET KEYNOTESGENERAL NOTES#01SCALE: 1/2"=1'-0"RESTROOM ACCESSORIESSCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: N.T.S.SCALE: 3"=1'-0"CB-1WP-1CB-12410P-2AP-2WP-1CB-1CB-1WP-1P-2P-2ATYP.WP-110P-2P-2AP-2WP-1CB-1P-2TYP.WP-110P-2WP-1P-2WP-17P-2TYP.WP-110P-2CB-1CB-1WP-1CB-1P-2AP-2CB-1CB-1WP-1WP-3CB-1CB-1CB-1CB-1WP-3WP-3P-2ATA-7TA-2GB-3TA-9TA-3TA-8GB-2TA-4TA-10TA-6TA-7GB-1TA-1TA-5CB-1CB-1P-2BP-2BP-2BP-2BCB-1CB-1P-2B1625P-2BBID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22WP-1CB-111112111A502INTERIORELEVATIONSAND DETAILSP-2WP-1P-2A13CB-11212P-215211120 4'-0"STEEL COLUMN;PAINT P-2B22 GA. STAINLESS STEELCOLUMN WRAP; 430GRADE #4 SATIN FINISH.CONTACT NATIONALACCOUNT VENDORLISTED ON TITLE SHEET.CLEAR SILICONE CAULK @TOPCLEAR SILICONECAULK @ BASEPAINTED STEELCOLUMN P-2B.PROVIDE STAINLESSSTEEL COLUMN WRAPTO 4'-0" A.F.F.INSTALL MINIMUM OF (1)RIVET EVERY 6" O.C.VERTICALSQUARE OR ROUNDTUBE STEEL COLUMN.LEGENDF12TFLUSHTEMPEREDIMIMPACTHOLLOW METAL FRAMES ARE DOUBLERABBET 2" X 5 3/4" IN 3 5/8" STUD WALLS.ALL DOORS FRAMES SHALL BE CAULKED ATFINISHED FLOOR WITH CLEAR SILICONESEALANT.PROVIDE HOLLOW METAL, KNOCK-DOWN,WRAP AROUND FRAMES ON INTERIOR ANDFULLY-WELDED FRAMES ON EXTERIOR.**2"OPNGWIDTHOPNG HEIGHT 2" 7'-2" OPNG HEIGHT 4" 7'-4"2"2"OPNGWIDTH2"SGDSLIDING GLASS - DOUBLESGSSLIDING GLASS - SINGLEOHCOVERHEAD COILING*LOUVER IN RESTROOM DOORS ONLY; PROVIDED BYDOOR HARDWARE VENDOR, INSTALLED IN PRE-CUTOPENING AND PAINTED BY GENERAL CONTRACTORFIMSGDOHCVISION PANEL IN OVERHEAD DOOR(LOCATE ON SIDE NEAREST CHAIN ONINTERIOR)10"KICKPLATES AREPRE-INSTALLED ONIMPACT DOORS5'-6"J1PER PLAN2"1/2"1/2"PER PLANSEEPARTITIONTYPECONT. CAULK(TYP.)METAL FRAMEPAINTEDSEE DOORTYPEH1PER PLAN2"1/2"1/2"PER PLANSEEPARTITIONTYPECONT. CAULK(TYP.)METAL FRAMEPAINTEDSEE DOORTYPE4'-0"WRAPPEDCOLUMN;PAINT P-2BACROVYNCORNERGUARDSWP-1CB-11.HARDWARE SET "I" - (RESTROOM DOORS)·THREE (3) MCKINNEY MPB79-4.5x4.5-26D (HINGES)·ONE (1) NORTON 7500 689 (DOOR CLOSER)·ONE (1) YALE AU5302LN 626 (PRIVACY FUNCTION LEVERSET)·ONE (1) ROCKWOOD 409 26D (WALL STOP)·ONE (1) ROCKWOOD K1050-34X34 32D (KICKPLATE WITH NOTCH FOR LOUVER)·ONE (1) 6"X12" SIGHT-PROOF DOOR LOUVER2.HARDWARE SET "II" - (GENERAL OFFICE):·THREE (3) MCKINNEY MPB79-4.5x4.5-26D (HINGES)·ONE (1) NORTON 7500 689 (DOOR CLOSER)·ONE (1) YALE B-AU5405LNLN 626 (IC STOREROOM FUNCTION LEVERSET)·ONE (1) ILCO 28016-BF-26D-OB (CORE)·ONE (1) ROCKWOOD 409 26D (WALL STOP)·ONE (1) ROCKWOOD 622 26D (DOOR VIEWER) INSTALLED AT 43" AFF·ONE (1) DESUNG DS 2000 (DOOR SCOPE) INSTALLED AT 60" AFF·ONE (1) ROCKWOOD K1050-34X34 32D (KICKPLATE)4.HARDWARE SET "IV" - (SINGLE EXTERIOR DOORS):·THREE (3) MCKINNEY MPB79-4.5x4.5-26D (HINGES)·ONE (1) NORTON 7500 689 (DOOR CLOSER)·ONE (1) DETEX ECL-230X (ALARMED EXIT DEVICE)·ONE (1) ILCO R28206-9-26D (I/C RIM CYLINDER L/C)·ONE (1) ILCO 28016-BF-0B 26D (I/C CORE)·ONE (A) ROCKWOOD 622 26D (WIDE ANGLE DOOR VIEWER - AT STOCKROOM DOOR #006 ONLY@60" AFF)·ONE (1) NGP 8426-36" THRESHOLD·ONE (1) NGP 190VA 1/36" X 2/84" WEATHERSTRIPPING·ONE (1) NGP 101VA 36" DOOR SWEEP·ONE (1) NGP 17 40" FRAME DRIP CAP·ONE (1) ROCKWOOD K1050-10X34 32D (KICKPLATE)·ONE (1) KEYSAFE LOCK BOX, SURFACE MOUNT, WITH WEATHERPROOF COVER - ON EXTERIOROF STOCK ROOM DOOR #006 ONLY)3.HARDWARE SET "III" - (BREAK ROOM):·THREE (3) MCKINNEY MPB79-4.5x4.5-26D (HINGES)·ONE (1) NORTON 7500 689 (DOOR CLOSER)·ONE (1) YALE E4761LN-AU-626 (TOUCHSCREEN LOCKSET WITH CYLINDER OVERRIDE)·ONE (1) ROCKWOOD 622 26D (DOOR VIEWER) INSTALLED AT 43" AFF·ONE (1) DESUNG DS 2000 (DOOR SCOPE) INSTALLED AT 60" AFF·ONE (1) ILCO 28016-BF-26D-0B (I/C CORE)·ONE (1) ROCKWOOD K1050-34X34 32D (KICKPLATE)·ONE (1) ROCKWOOD 409 26D (WALL STOP)5.HARDWARE SET "V" - (OVERHEAD DOCK DOOR):·ONE (1) YALE PD2512 L/C (IC PADLOCK, LESS CORE)·ONE (1) ILCO 28016-BF-26D-0B (CORE)·GENERAL CONTRACTOR SHALL VERIFY INSTALLED CONDITIONS AND PROVIDE PADLOCK WITHNECESSARY VERTICAL CLEARANCE AT SHACKLE AT OVERHEAD DOOR SLIDE BOLT.6.HARDWARE SET "VI" - (SLIDING ALUMINUM DOORS):·ONE (1) MEDECO 32W0201-26-L3 (IO/C CORE)·PRE-INSTALLED IN NEW AUTOMATIC DOOR UNITS FROM NATIONAL ACCOUNT VENDOR.DOORS WILL COME FROM NATIONAL VENDOR PRE-DRILLED AND/OR PREPPED FOR DOOR VIEWER,HARDWARE AND LOUVER INSTALLATION.TUBE STEEL OPTION8.HARDWARE SET "VIII" - (BOPIS STORAGE, SPRINKLER, JANITOR)·THREE (3) MCKINNEY MPB79-4.5x4.5-26D (HINGES)·ONE (1) NORTON 7500 689 (DOOR CLOSER)·ONE (1) YALE AU5401LN 626 (PASSAGE FUNCTION LEVERSET)·ONE (1) ROCKWOOD 409 26D (WALL STOP)·ONE (1) ROCKWOOD K1050-34X34 32D (KICKPLATE)ALL COLUMNS SHALL HAVEFLUSH BASE PLATES.GENERAL CONTRACTOR SHALLVERIFY FIRE EXTINGUISHERSTRAP BRACKET PROVIDED ANDINSTALLED BY FIREEXTINGUISHER VENDORMATCHES THE ABOVE TYPE.TOP OF FIRE EXTINGUISHERHANDLE @ 48" AFF. MAX.7.HARDWARE SET "VII" - (CASH OFFICE)·THREE (3) MCKINNEY MPB79-4.5x4.5-26D (HINGES)·ONE (1) NORTON 7500 689 (DOOR CLOSER)·ONE (1) YALE M-AU5405LN L/C 626 (IC STOREROOM FUNCTION LEVERSET LESS MEDECOCORE)·ONE (1) MEDECO 32W0201-26-L3 (CORE)·ONE (1) ROCKWOOD 461L 26D (KICK DOWN STOP)·ONE (1) ROCKWOOD K1050-34X34 32D (KICKPLATE)·ONE (1) DESUNG DS 2000 (DOOR SCOPE) INSTALLED AT 60" AFFDESCRIPTIONMATERIALCODEMANUFACTURERPRODUCT #REMARKSLOCATIONFLAME SPREAD RATINGARMSTRONGACT-124" X 48" (STANDARD WHITE)BACK OF HOUSECB-1V48600804" HEIGHT .080" THICKNESS4" ROLLED- COLOR: JET BLACK 60ALL AREASARMSTRONGCLASS AARMSTRONGACT-224" X 48" (STANDARD WHITE)BREAK ROOMFIRE GUARDFINE FISSURED1729GEORGIAN HIGH WASHABILITY (UNPERFORATED)793MATERIAL FINISH SCHEDULEP-2P-2ACONC-1CONC-2PAINTACOUSTICAL CEILING TILEVINYL COVE BASEACOUSTICAL CEILING TILEPOLISHED CONCRETECONCRETE STAINSHERWIN WILLIAMSSHERWIN WILLIAMSSEE SPECIFICATIONSSEE SPECIFICATIONSSW 7103-PRIMER: PRO INDUSTRIAL PRO-CRYLFINISH: SHER-CRYL SEMI-GLOSS FINISHPRIMER: PROMAR 200 (B28W8200) CLASS A, MATTE FINISH (400 GRIT)BLACKCLASS A-CLASS A--GENERAL GYPSUM BOARDHOLLOW METAL DOORS/ FRAMES(INTERIOR SIDE)ALL AREAS FLOOR STRIPE IN STOCK AREASOLIDWHITE TAILFINISH: PROMAR ZERO VOC LATEX, EGGSHELL B20W SERIESPAINTEXPOSED CMU INTERIOR WALLS CLASS APRIMER: LOXON SURFACER (A24W200)FINISH: PROMAR 200 ZERO VOC LATEXWP-1PAINTP-2BCORRIDOR, VESTIBULE, COLUMNSSHERWIN WILLIAMSCLASS AWP-2PLYWOOD-STOCK ROOMUNFINISHED, FIRE TREATED-3/4" THICK; INSTALLED TO 4'-0" AFF ON NON-MASONRY WALLSICE CUBE - FLAT B42 SERIESPAINTP-3SW6252UNDERSIDE OF ROOF DECK, STRUCTURESHERWIN WILLIAMSCLASS AALL AREAS - EXCEPT FOR EXPOSED CMUMARLITEP-100WHITE(PEBBLE FINISH)FIBERGLASS REINFORCED PANELCLASS A/CLASS C4'H SANITARY WALL PANEL AND ACCESSORIESPRIMER: PROMAR 200 (B28W8200)FINISH: PRO INDUSTRIAL PRE-CATALYED EPOXY (B71V110)WP-3MARLITEC 100-G63WHITE, SUBWAY TILE PATTERNFIBERGLASS REINFORCED PANELCLASS A/CLASS C4'X8' SANITARY WALL PANEL AND ACCESSORIESRESTROOMS ONLY; PANELS MUST BEROTATED/BUTTED AGAINST ONE ANOTHER TOKEEP SUBWAY PATTERN CONTINUOUS. NOHORIZONTAL SEAMS. CAULK SEAMS.PRIMER: B28W08111 PREMIUM WALL AND WOOD PRIMER; FINISH: WATERBORNEDRYFALLONE COAT PRIMER; 2 COATS FINISH. NO EXCEPTIONS.DOOR HARDWAREDOOR SCHEDULEMATERIALGLASSNO.SIZEMAT'LTYPEFINISHDOOR DATAKEY SIDEJAMBTYPEHEAD FINISHSET #FRAME DATAHARDWARENOTESBLDG ENTRYLOCATIONTYPEPLAQUE001a002ALUM.ALUM.a101ALUM.SGDINSUL. TALUM.EXT.12'-0" SLIDING DOOR UNITDARK BRONZE ANODIZED FINISHSGDTFACT--FACT66VESTIBULE/SALESBOPIS STORAGE006STOCKROOM011010GENERAL OFFICECASH OFFICEPR. 3'-0" x 7'-0" x 1 3/4"FACT.IMFACT.-FACT.FACT.1J1H1FACT.b--3'-0" x 7'-0" x 1 3/4"HMHMFP-2AP-2AHMHMDOUBLE-ACTION ELIASON1J1H1P-2AP-2A109210471073INSTALL TWO NEW DOOR VIEWERS; ONE AT 60" A.F.F., ONE AT 43" A.F.F.INSTALL 1'-10" H. x 10" W. VISION PANEL; BOT. OF PANEL AT 43" A.F.F. MAX.INSTALL TWO NEW DOOR VIEWERS; ONE AT 60" A.F.F., ONE AT 43" A.F.F.BREAK ROOMFE003008HMF3'-0" x 7'-0" x 1 3/4"-WOMENHMP-2Ad1P-2A1J1H1106LOUVER TO BE INSTALLED IN DOOR; PROVIDED BY HARDWARE VENDOR3'-0" x 7'-0" x 1 3/4"-012HMP-2AHMP-2AF3'-0" x 7'-0" x 1 3/4"-EGRESSb--NOTES:·ALL DOORS & DOOR HARDWARE TO BE PURCHASED THRU TENANT'S NATIONAL ACCOUNT VENDOR.·ALL DOORS & FRAMES TO BE PAINTED W/ ACRYLIC MODIFIED ENAMEL PAINT; REFER TO SPECIFICATIONS.·PRIME AND PAINT LINTELS AT ALL EXTERIOR DOOR OPENINGS TO MATCH EXTERIOR DOOR AND FRAME.·ALL DOOR FRAMES SHALL BE CAULKED; CLEAR SILICONE AND MOLD RESISTANT. SEE SPECIFICATIONS.·SEE SPECIFICATIONS FOR PLAQUE TYPES.·NEW DOORS WILL COME FROM NATIONAL VENDOR PRE-DRILLED AND/OR PREPPED FOR DOOR VIEWERS AND HARDWARE INSTALLATION.005DELIVERY8-0" X 10'-0"STL-5OVERHEAD COILING DOOR WITH SLIDE BOLT/PADLOCK AND VISION PANELPOLY1P-2A103STLOHC004HMHMP-2A43'-0" x 7'-0" x 1 3/4"F-P-2A1aEXT12'-0" SLIDING DOOR UNITFACT----FACTDARK BRONZE ANODIZED FINISHP-2AJ1H1009HMF3'-0" x 7'-0" x 1 3/4"-HMP-2Ac1P-2A1J1H1105LOUVER TO BE INSTALLED IN DOOR; PROVIDED BY HARDWARE VENDOR1028014HMP-2AHMP-2AF3'-0" x 7'-0" x 1 3/4"-b1J1H11J1H11J1H1MENROOM FINISH SCHEDULEBASENO.NAMEWALL FINISHESFLOORCEILINGREMARKSCEILING HEIGHT105103104107108109P-2, WP-1CONC-1CB-1OPEN, P-3OPENMENGENERAL OFFICESTOCK ROOMCASH OFFICECORRIDORBREAK ROOM101VESTIBULE102SALES110BOPIS STORAGECB-1CONC-1P-2, WP-1CB-1CONC-1P-2B, WP-1CB-1CONC-1P-2B, WP-1CB-1CONC-1P-2, WP-1WP-2CONC-1, 2OPENP-2, WP-2CB-1CONC-1P-2, WP-18'-0"8'-0"ACT-1ETRGYP., P-2ACT-18'-0"8'-0"CB-1CONC-1P-2, WP-1ACT-28'-0"OPENOPEN, P-3GYP., P-213'-4"WP-3CB-1CONC-1106WOMEN8'-0"WP-3CB-1CONC-1GYP., P-2GYP., P-2SEE COLUMN DETAIL 03/A601NOTES:·PROVIDE AND INSTALL ACROVYN CORNER GUARDS ON ALL OUTSIDE CORNERS. TYPICAL.-P-1PAINTSHERWIN WILLIAMSCOLOR TO MATCH CMU-1PRB55Z-600 METALASTIC DTM ACRYLIC MODIFIED ENAMEL-PAINTP-2CSHERWIN WILLIAMSGAS PIPING - VERTICAL PORTION ADJACENTTO EXTERIOR WALL"WHITE"SW 7103WHITE TAILSW 7103WHITE TAILSW 7103WHITE TAIL-01SCALE: 3" = 1'-0"HEAD AND JAMB DETAILS12'-0" BI-PART SLIDING DOOR UNITEMERGENCY BREAK OUT WIDTH =129.25"BOTH THE VISION PANEL ANDCHAIN SHOULD BE LOCATED ONSIDE CLOSEST TO THE MANDOOR02SCALE: 3/32"=1'-0"DOOR AND FRAME TYPES03COLUMN DETAILSSCALE: 3/32"=1'-0"J1H1P-2, WP-1CONC-1CB-1111JANITORETRETRETRETROPEN112SPRINKLERACT-112'-0"BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22A601SCHEDULES ANDDETAILSEGRESSHMHMP-2A43'-0" x 7'-0" x 1 3/4"F-P-2A-a102--INSTALL WIDE ANGLE DOOR VIEWER AT 60" A.F.FEXISTING DOOR; NEW HARDWARE PROVIDE BY HARDWARE VENDORJANITOR1078007HMP-2AHMP-2AF3'-0" x 7'-0" x 1 3/4"-b1J1H1SPRINKLER1028E013HMP-2AHMP-2AF3'-0" x 7'-0" x 1 3/4"-b---EXISTING DOOR; NEW HARDWARE PROVIDED BY HARDWARE VENDORWRAPPED COLUMN OPTION 8'-0" 6'-0" 7'-2"FIBERGLASS MOPBASINVINYL COVE BASE; CB-1WP-1MOP HOLDER & SHELFWATER HEATER TANK IN WATERTIGHTDRIP-PAN ABOVE MOP BASIN; SEESPECIFICATIONSPROVIDE BLOCKING AS REQUIRED BYMANUFACTURERHOSE EXTENSION WITH HOSE CLIP; CLIP TOBE 12" BELOW HW FAUCET, CENTEREDBETWEEN WALL AND FAUCET4'-0" MIN.PROVIDE CLEAR SILICONE CAULKCONTINUOUS ALONG EDGES OF WP-1PROVIDE HARD COPPER DRAIN FOR PANOUTLET. ROUTE DISCHARGE LINESCONCEALED IN WALL TO SERVICE SINK.PROVIDE ESCUTCHEON AROUND WALLPENETRATION.12"℄4'-0"AAC 8'-1"7'-6 3/4"7'-9 1/4"9'-10 3/4"4'-0 3/4"15'-0"14'-11 1/2"AAC 60" min. (new or ex.bldg.)door hinge 52" min. (new bldg.)1'-0" (12" min)3'-0" push doordoor hinge 52" min. (new bldg.)1'-0" (12" min)3'-0" push doordoor hinge60" min. (new or ex.bldg.)door hinge60" min. (new or ex.bldg.)door hinge52" min. (new bldg.)1'-0" (12" min)3'-0" push doordoor hinge60" min. (new or ex.bldg.)door hinge52" min. (new bldg.)1'-0" (12" min)3'-0" push doordoor hinge 60" min. (new or ex.bldg.)door hinge52" min. (new bldg.)1'-0" (12" min)3'-0" push doordoor hinge60" min. (new or ex.bldg.)door hinge52" min. (new bldg.)1'-0" (12" min)3'-0" push doordoor hinge 30" NEWBLDG.52" NEWBLDG.30" NEWBLDG.52" NEWBLDG.30" NEWBLDG.52" NEWBLDG.67" - new bldg.30" NEWBLDG.52" NEWBLDG.25'-1 3/4"6'-4"10'-4 1/4"7'-10"6'-8 1/2"9'-8"1'-10 1/4"6'-6"1'-11"3'-4"9 3/4"1'-11"3'-4"1'-0 1/4"3'-4"3'-9"3'-4"3'-7 1/2"3'-0 1/4"3'-4"5'-6 1/2"3'-4"7 1/2"1'-3 3/4"DETAIL - AT MOP SINK04SCALE: 1/2" = 1'-0"1.RESTROOMS TO COMPLY WITH ALL ACCESSIBILITY CLEARANCE REQUIREMENTS.2.SEE SHEET A502 FOR GRAB BAR AND ACCESSORY MOUNTING INFORMATION.3.MOP SINK. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION AND SPECIFICATION. CAULK ENTIRE PERIMETER AT FLOOR/WALL.4.HOT WATER HEATER WITH EXPANSION TANK ON SHELF ABOVE. SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION ANDSPECIFICATION.5.NOT USED.6.PROVIDE WP-1 TO 4'-0" A.F.F. AT ALL WALLS IN CORRIDOR. COVE BASE TO BE RUN CONTINUOUSLY OVER WALL PANEL. PROVIDE TOPCAPS, END CAPS AND INSIDE CORNER PROTECTION ACCESSORIES TO MATCH WP-1, PER MANUFACTURER'S RECOMMENDATION.7.HANDICAP COMPLIANT HI-LO DRINKING FOUNTAIN. INSTALL CENTERED ON ALCOVE WALL. SEE PLUMBING PLANS FOR ADDITIONALINFORMATION. REQUIRED ELECTRICAL SHALL BE INSTALLED BEHIND APRON PER MANUFACTURER'S INSTALLATION REQUIREMENTS.8.INSTALL ACROVYN VA-200 CORNER GUARDS ON ALL OUTSIDE CORNERS. REFER TO SPECIFICATIONS.9.NOT USED.10.NOT USED.11.PROVIDE AND INSTALL FIRE-TREATED PLYWOOD WAINSCOT TO 4'-0" A.F.F. ON ALL NON-MASONRY STOCK ROOM WALLS.12.PROVIDE AND INSTALL A 40" LENGTH OF 6" DIAMETER PVC WITH END CAPS (FOR AS-BUILT DRAWINGS); TO BE MOUNTED HORIZONTALLYTO THE WALL 10" A.F.F. ATTACH TUBE TO SUPPLEMENTAL EQUIPMENT WALL WITH HEAVY-DUTY METAL PIPE CLAMP, SIZED FOR A 6"DIAMETER PIPE.13.GYPSUM BOARD HEADER @ 7'-10" A.F.F.14.EXHAUST FAN; SEE MECHANICAL SHEETS FOR ADDITIONAL INFORMATION.15.CONDUIT THROUGH WALL AT LEVEL EQUAL TO BOT. OF JOISTS FOR LOW VOLTAGE WIRING. STUB 3" INTO SALES AREA. SEE SHEET E201FOR ADDITIONAL DETAIL. COORDINATE FINAL LOCATION WITH NATIONAL ACCOUNT VENDOR.16.INTEGRATED FACILITIES SWITCHBOARD UNIT. SEE ELECTRICAL SHEETS FOR DETAILS.17.SUPPLEMENTAL ELECTRICAL AND LOW VOLTAGE EQUIPMENT. SEE ELECTRICAL SHEETS FOR DETAILS.A.REFER TO SHEET A502 & SPECIFICATIONS FOR RESTROOM ACCESSORY INFORMATION.B.ALL DOOR FRAMES TO BE CAULKED AT FLOOR LEVEL.C.ALL DOORS & FRAMES TO BE PAINTED PER SPECIFICATION SECTION 099100.D.ALL FURNITURE, APPLIANCES, EQUIPMENT IN OFFICES TO BE SUPPLIED & INSTALLED BY TENANT. (UNLESS OTHERWISE NOTED).E.SEE SHEET A601 FOR FINISH SCHEDULE.F.SEE SHEET A201 FOR WALL TYPE SCHEDULE.G.MILLWORK WILL ARRIVE KNOCKED-DOWN AND PALLETIZED. GENERAL CONTRACTOR SHALL RECEIVE, ASSEMBLE AND INSTALL ITEMS PERPLANS.H.TENANT SHALL PROVIDE AND INSTALL FLOOR TRASH CANS IN RESTROOMS AND IN BREAK ROOM.I.CAULK MILLWORK AT WALL INTERSECTION. SEE SPECIFICATIONS SECTION 079200 FOR COLORS.J.INTERIOR DOOR IDENTIFICATION PLAQUES TO BE PROVIDED BY NATIONAL ACCOUNT VENDOR AND INSTALLED BY GENERAL CONTRACTORSEE SPECIFICATION SECTION 101416 PLAQUES FOR ADDITIONAL INFORMATION.PLAQUETYPE 'd'PLAQUETYPE 'c'PLAQUETYPE 'g'GENERAL NOTES01ENLARGED FLOOR PLANSHEET KEYNOTES#STOCK ROOM103CASH OFFICE104OFFICEGENERAL109BREAK ROOM108CORRIDOR107WOMEN106MEN10503AA50203CA50203DA50203BA50274302BA50202CA50202DA50202AA502SIM., OPP.02AA50202CA50202DA50202BA50205A70204A70104AA50204CA50204DA50204BA50204A70205AA50205CA50205DA50205BA502SCALE: 1/4"=1'-0"ENLARGED FINISH PLAN02SCALE: 1/4"=1'-0"TA-2TA-7TA-8TA-5TA-9GB-2GB-311TYP.ENLARGED REFLECTED CEILING PLAN03SCALE: 1/4"=1'-0"GYP.P-28'-0"GYP.P-28'-0"ACT-18'-0"ACT-28'-0"GYP.P-28'-0"ACT-18'-0"OPENNONE1413GYP.P-215WP-1WP-1 BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22A701ENLARGEDPLANS ANDDETAILSBACK OF HOUSEJANITOR111SPRINKLER112STOCK ROOM103CASH OFFICE104OFFICEGENERAL109BREAK ROOM108CORRIDOR107WOMEN106MEN105JANITOR111ROOMSPRINKLER112STOCK ROOM103CASH OFFICE104OFFICEGENERAL109BREAK ROOM108CORRIDOR107WOMEN106MEN105JANITOR111ROOMSPRINKLER112WP-2FCONC-1BWP-2CONC-2WP-2FCONC-1BCB-1WP-1WP-2FCONC-1BCB-1WP-1WP-2FCONC-1BCB-1WP-1WP-2BFCONC-1BCB-1WP-12WWP-3FCONC-1BCB-12WWP-3FCONC-1BCB-1ACT-112'-0"WP-2FCONC-1BCB-1WP-1WETRFETRBETR1512888SALES102SALES102SALES102TA-1TA-9TA-1TA-3TA-3TA-8TA-5TA-4TA-4GB-2GB-3TA-10TA-7TA-6GB-1GB-1PLAQUETYPE 'b'PLAQUETYPE 'b'PLAQUETYPE 'b'PLAQUETYPE 'b'PLAQUETYPE 'b'PLAQUETYPE 'b'OPENNONE88886TYPTYPTYPTYPTYPTYPTYPTYP171611A7020614WP-1 7 1/2"9'-5 1/4"7 3/4"7 1/2"3 1/4"12'-0" DOORUNIT84-0 1/2" R.O.12'-0 1/2"7 1/2"7 1/2" 8'-9" 7 1/2"12'-0" DOORUNIT84-0 1/2" R.O.7 3/4"10'-11"1'-10"2'-8" 2'-0"1'-6"TYP.CONT. 1x3PROVIDE CONTINUOUS 3/4" PLYWOOD BACKINGUNDER GYPSUM BOARD (THIS WALL ONLY FROMFLOOR TO CEILING) IN GENERAL OFFICE.(2) PLUGMOLD(REFER TOELEVATION ONSHEET A502)3" (INSIDE CLEARDIMENSION); GROMMETSSHALL BE DRILLED ONSITE BY GENERALCONTRACTOR ASDIRECTED AT TIME OFSTORE SYSTEMSINSTALLATION2"PROVIDE CLEARSILICONE CAULKCONTINUOUSALONG EDGES OFCOUNTER3"FIRE RETARDANT TREATEDWOOD NAILER/BLOCKING(TYP.)18"2'-8"1'-6"1'-0" 31" 1'-10" 34" 4" 34"31"18"RUN BASE MATERIALCONTINUOUS IN TOE-KICKAROUND MILLWORK.CHROME WIRE PULLS, TYP.(BY MILLWORK SUPPLIER)18" DEEP LAMINATEMICROWAVE SHELF.MICROWAVE SUPPLIEDBY TENANT.SEE ELECTRICALSHEETS5'-0"PROVIDE INSULATIONON PLUMB. TRAP1'-6"3/4"PROVIDE CLEAR SILICONECAULK CONTINUOUS ALONGEDGES OF BACK- SPLASH3'-8"3/4"3714"24"A.REFER TO SHEET A201 FOR WALL TYPES.B.REFER TO SHEET A601 FOR FINISH MATERIAL SCHEDULE.C.COVE BASE TO BE RUN CONTINUOUS OVER WALL PANELS IN VESTIBULE.D.PROVIDE ONE OR MORE ACCESS PANELS AS REQUIRED PER SITE-SPECIFIC CONSTRUCTIONASSEMBLES TO ALLOW SIGNAGE COMPANY ACCESS TO THE BACK OF THE SIGNAGE FACADEFOR INSTALLATION.E.SEE SHEET E100 FOR FULL LIGHT FIXTURE SCHEDULE AND MOUNTING HEIGHTS.1.AUTOMATIC SLIDING DOOR UNIT, SEE DOOR SCHEDULE AND SPECIFICATIONS. NATIONALACCOUNT VENDOR ITEM.2.NEW ALUMINUM STOREFRONT FRAMING AND GLAZING SYSTEM. (WINDOW BLINDS MAY BEREQUIRED BY SITE-SPECIFIC STORE LAYOUT PLAN; PROVIDED AND INSTALLED BY TENANT.)3.LIGHT GAGE COLUMN, TYP. REFER TO STRUCTURAL.4.ACROVYN CORNER GUARDS; REFER TO SPECIFICATIONS. ALL OUTSIDE CORNERS. NATIONALACCOUNT VENDOR ITEM.5.CABINET HEATER; REFER TO MECHANICAL SHEETS.6.2'x2' LOCKABLE ACCESS PANEL. PAINTED TO MATCH ADJACENT CEILING SURFACE.7.NOT USED.8.EXISTING UNDER CANOPY LIGHT. VERIFY GOOD WORKING ORDER. CLEAN AND RELAMP.RE-CIRCUIT TO TENANT'S ELECTRICAL PANEL/ENERGY MANAGEMENT SYSTEM. SEEPROTOTYPICAL ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.9.LOCATION OF ELECTRIC SCOOTER RECEPTACLE. SEE ELECTRICAL SHEETS FOR ADDITIONALINFORMATION.10.LOCATION OF SECURITY KEYPAD AND ANNUNCIATOR. (PROVIDED AND INSTALLED BYNATIONAL ACCOUNT VENDOR) CONDUIT AND BACK BOX INSTALLED BY THE GENERALCONTRACTOR. SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION.11.NOT USED.12.DOOR BUZZER FOR EMPLOYEE ACCESS. SEE ELECTRICAL SHEETS FOR ADDITIONALINFORMATION.13.THRESHOLD TRANSITION REQUIRED AT EACH EXIT DOOR. DOORS SHALL COMPLY WITHACCESSIBILITY REQUIREMENTS FOR EGRESS.14.TEMPERATURE SENSOR FOR CABINET HEATER MOUNTED ON WALL AT 96" AFF. SEEMECHANICAL SHEETS FOR ADDITIONAL DETAILS.15.ADHESIVE DECAL ON ENTRY DOOR SHOWING BUILDING IS ACCESSIBLE, PROVIDED ANDINSTALLED BY TENANT. SEE ELEVATION ON SHEET A502.16.EMERGENCY LIGHTING. REF ELECTRICAL.17.DIRECTIONAL EGRESS SIGN/LIGHT. REF ELECTRICAL.SHEET KEYNOTESGENERAL NOTES#01ENLARGED FLOOR PLANSCALE: 1/4"=1'-0"02ENLARGED FINISH PLANSCALE: 1/4"=1'-0"06AA50206CA50206DA50206BA502VESTIBULE 101SALES AREA10203ENLARGED REFLECTED CEILING PLANSCALE: 1/4"=1'-0"WP-2BFCONC-1BCB-1WP-1VESTIBULE 101VESTIBULE 101SALES AREA102WP-2FCONC-1BCB-1GYP.P-213'-4"OPENP-31124568TYP.9101513BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22ELEVATION - BREAKROOM05SECTION - BREAKROOM 06SCALE: 1/2" = 1'-0"OFFICE COUNTERS AND SHELVING PURCHASED BY TENANT STORES AND PROVIDED BYMILLWORK SUPPLIER LISTED ON TITLE SHEET. JO-ANN STORES CONSTRUCTION PROJECTMANAGER SHALL PLACE SITE-SPECIFIC ORDER AT TIME OF AS-BUILT FIELDMEASUREMENT SITE VISIT. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORRECEIVING, ASSEMBLY AND INSTALLATION OF COUNTERS AND SHELVING, INCLUDING ALLREQUIRED BACKING.BREAK ROOM CABINETRYPURCHASED BY JO-ANN STORESAND PROVIDED BY MILLWORKSUPPLIER LISTED ON TITLESHEET. JO-ANN STORESCONSTRUCTION PROJECTMANAGER SHALL PLACESITE-SPECIFIC ORDER AT TIME OFAS-BUILT FIELD MEASUREMENTSITE VISIT. GENERALCONTRACTOR SHALL BERESPONSIBLE FOR RECEIVING,ASSEMBLY AND INSTALLATION OFCOUNTERS AND SHELVING,INCLUDING ALL REQUIREDBLOCKING.04DETAIL - COUNTER/SHELVINGSCALE: 1/2"=1'-0"SCALE: 1/2"=1'-0"06A701SALES AREA10241222215131617ENLARGEDPLANSVESTIBULEA7023TYP.3TYP.PLAQUETYPE 'a'PLAQUETYPE 'a'14174 EQUAL SPACES3 EQUAL SPACES 3 EQUAL SPACES2 EQUAL SPACES STRUCTURAL GENERAL NOTES1.0 DESIGN AND CODE INFORMATION1.1The Structural modifications are designed based on the 2015 International Building Code w/ Vermont Amendments. All Design,Materials and Workmanship shall conform to the Referenced Code(s). Components designed by Suppliers shall be designed in accordance withthe Referenced Code(s).1.2Superimposed Loading for Mechanical Units are based on the Weight of the Equipment as indicated on the Structural Drawings. Any change inType, Location, Size or Number of Pieces of Equipment shall be reported to the Architect for verification of the adequacy of supporting membersprior to the placement of equipment.1.3Roof Dead Loads:15 psf (ASSUMED - F.V.)1.4Structural Roof Members are designed for Minimum Roof Live Loads (Lr) based on the following Tributary loaded areas:- Lr = 20 R1 R₂ psfWhere:R1 = 1For At ≤ 200 S.F.R1 = 1.2 - 0.001 Atfor 200 < At < 600 S.F.R1 = 0.6For At ≥ 600 S.F.And Where:R2 = 11.5Ground Snow Load = 40 psf6.1All structural steel work shall conform to the 14th edition of the "Specifications for the Design, Fabrication and Erection of Structural Steel forBuildings" of the AISC.6.2All structural steel, except for plates, angles, channels, pipe and tubing, shall conform to ASTM A992, Grade 50 (fy=50 ksi).6.3Structural steel plates, angles and channels shall conform to ASTM A36.6.4Square and rectangular structural tubing shall conform to ASTM A500, Grade C (fy=50 ksi).6.5The structural steel fabricator shall be responsible for the design of all connections not detailed on the drawings.6.6Welding shall be done by certified welders using ASTM E70 series electrodes for shop welding A36 steel, and E70 series low hydrogenelectrodes for all welding of high strength steels and for all field welding.6.7Welds shown on structural drawings are minimum design requirements. The fabricator's shop drawings shall reflect welds in accordance withAWS requirements.6.8A minimum representative sampling of 10% of all fillet welds by each welder shall be visually inspected.6.9A representative sampling of full penetration groove welds shall be inspected by ultrasonic testing. Twenty-five percent of the welds by eachwelder shall be inspected. See specifications for additional requirements.6.10When welds are not called-out on drawings, they are minimum size continuous fillet welds in accordance with AWS D1.1. Fillet welds notspecified as to length shall be continuous.6.11All groove welds shall be full penetration.6.12Provide fillet welds at all contact joints between steel members sufficient to develop the allowable tensile strength of the smaller member at thejoint.6.0 STRUCTURAL STEEL2.1Shop drawings shall not be reviewed for approval unless checked by the fabricator and approved by the contractor.2.2The contractor shall provide 10 working days in his schedule for the Structural Engineer's review of each submittal.2.3It is the Contractor's responsibility to certify that he has not made changes to specified materials on submittals.2.4The contractor shall insure that all construction loads do not exceed the design live loads indicated on the structural drawings and that theseloads are not put on the structural members prior to the time that all framing members and their connections are in place.2.5Contractor shall verify and bear the expense of verifying all existing conditions, horizontal and vertical dimensions and coordination ofArchitectural and Structural drawings. Immediately notify the Architect of any discrepancies. For dimensions not shown on Structural Drawings,see the Architectural Drawings.2.6Dimensions shown indicate spans for which members are Structurally Adequate. The contractor shall COORDINATE AND CONFIRM ALLDIMENSIONS. Contractor shall include in his bid the Costs of Dimensional Coordination and Confirmation. These Documents constitute aperformance specification. Coordinate all openings, support systems, duct work locations, mechanical elements, sprinklers, etc., with Structuralelements. Consult the Engineer/Architect and obtain Approval PRIOR TO making changes to Structural Systems.2.7These Drawings and Specifications are performance specifications. Provide all labor, materials, equipment and services required to execute andcomplete all items of work as shown or indicated on the drawings and as specified in this section, including incidental items to effect a finishedand complete job, even though such items are not shown or particularly mentioned on the Contract Documents.2.8The Contractor shall compare the Structural Sections with the Architectural Sections and report any discrepancies to the Architect PRIOR TOfabricating or installing Structural Members.2.9See Architectural Drawings or Specifications for any fireproofing requirements of structural members.2.10The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., is the Sole Responsibility of the Contractor.2.11The details shown on the Structural Drawings designated as "Typical Details" apply generally to the drawings in all areas where conditions aresimilar to those described in the details.2.12Notes on the Structural General Notes sheet are applicable unless specifically noted otherwise on the drawings.2.13Principal openings are shown on the drawings. See Architectural, Mechanical and Electrical drawings for sleeves, curbs, inserts and otheropenings not shown. The contractor shall provide for all openings, whether shown on the Structural Drawings or not. Size and location of allopenings shall be verified with the mechanical and electrical contractors. Any deviation from openings shown on the Structural Drawings shall bebrought to the Engineer's attention for Approval PRIOR TO fabrication or installation of Structural Members.2.0 ADDITIONAL CONTRACTOR RESPONSIBILITIES AND DEFINITIONSSpecial Inspection is to be provided in addition to the inspections conducted by the Department of Building Safety and shall not beconstrued to relieve the Owner or his Authorized Agent from requesting the periodic and called inspections required by the Building Code.Special Inspection shall be paid by the Owner, and shall satisfy all inspection requirements of the Building Code.REQUIRED SPECIAL INSPECTIONS1.In addition to the regular inspections, the following items will also require special inspection in accordance with Chapter 17 of theIBC.A.Structural Steel (IBC Section 1705.2)B.Field WeldingC.High Strength Bolts2.Special inspector shall meet the qualifications as stated in the building code and shall perform the duties and responsibilitiesas outlined in the building code.3.Special inspection shall meet the requirements of IBC section 1704. Special inspector(s) shall be hired by the owner toperform the required special inspections. The names of persons or firms who are to perform the special inspections shall beforwarded to the building official for approval. The special inspector(s) shall complete and submit all forms required by the buildingdepartment having jurisdiction.4.The special Inspector(s) shall:A.Observe the work assigned for conformance to the approved drawing and specifications.B.Furnish inspection reports to the engineer of record and building department. Discrepancies shall be brought to theimmediate attention of the contractor for correction, then, if not corrected to the engineer and the building department.C.Submit to the engineer of record and the building department a signed final report stating that the work was in conformance with the approved drawings and specifications and the applicable workmanship provisions of the IBC.5.Special Inspection Notes:A.Continuous special inspection is always required during the performance of the work unless specifically noted below.B.Where fabrication of structural load-bearing members and assemblies is being performed on the premises of afabricator's shop, continuous special inspection is required during the performance of the work except as allowed inIBC section 1704 and unless specifically noted below.C.It is the responsibility of the contractor to provide the special inspector(s) with advance notice, no less than oneworking day, of the initiation of any work required to have special inspections. All work performed without requiredspecial inspection will be subject to removal.6.All Special Inspection requirements shown in Chapter 17 of the Building Code must be satisfied in addition to any requirementsshown on this sheet.9.0 SPECIAL INSPECTIONSNOTE:CONTRACTOR SHALL FIELD VERIFY ALLEXISTING SITE/BUILDING CONDITIONS ANDDIMENSIONS PRIOR TO BEGINNING ANYWORK. IMMEDIATELY NOTIFY ENGINEER OFANY DISCREPANCIES OR CONFLICTS.1.6The Seismic loads are based the following Earthquake Load Data:- Seismic Importance factor1.0- Risk Category II - Site Class:D (Assumed)- Seismic Design Category:C- Mapped Spectral Response Accelerations:Ss = 0.347gS1 = 0.105g- Design Spectral Response Coefficients:SDS = 0.352gSD1 = 0.167g1.7The Structure and its Components are designed for Wind Loads as defined by the Building Code, where:- Basic Wind Speed (3 Second Gust):115 mph (ULTIMATE)- Wind Importance Factor:I = 1.00- Risk Category:II- Wind Exposure: C- Internal Pressure Coefficient:+0.18/-0.187.0 STRUCTURAL COLD-FORMED (LIGHT GAUGE) STEEL FRAMING7.1All Structural Cold-Formed (Light Gauge) Steel Framing shall conform to the American Iron and Steel Institute's "North AmericanSpecification for the Design of Cold-Formed Steel Structural Members", Current Edition with Supplements.7.2Because the Design of this Structure is dependent upon the Framing Layout and Selected Member Properties, the Contractor has thefollowing options regarding Shop Drawing Submittals and Construction of this Project.OPTION 1:- No changes are made regarding Framing Layout or Manufacturer:Contractor shall submit Shop Drawings indicating Framing Layout and Connections for Review if Design Intent. Signed andSealed Shop Drawings by an Engineer are Not Required.OPTION 2:- No changes to Framing Layout, But Alternate Manufacturer is Proposed:Contractor shall submit Shop Drawings indicating Framing Layout and Connections for Review if Design Intent and shallprovide Written Certification that the Member Properties for the Proposed Manufacturer Meet or Exceed the Physical and andMaterial Properties of the Members as shown in the Properties Table above. Signed and Sealed Shop Drawings by anEngineer are Not Required.OPTION 3:- Changes to Framing Layout, with Designated or Alternate Manufacturer:Contractor shall provide Complete Framing Layout and Connection Details Designed, Signed and Sealed by an EngineerRegistered in the Project State. A change in Framing Layout can effect other Structural Members and Aspects of the Project.Therefore, the Contractor shall include in his/her Bid, Compensation to "MJM Architects" for Evaluation of the Revised Layoutand Design Modifications to the Other Structural Members on the Contract Documents. The Contractor shall also Include theCost of the Construction Changes resulting from these Revisions.7.3All Framing Members shall be Formed from Corrosion Resistant Steel, Conforming to the Requirements of ASTM A653 with a MinimumYield Strength of 33 ksi for 18 ga. and 20 ga. Members and 50 ksi for 16 ga., 14 ga. and 12 ga. Members.7.4All Cold-Formed Steel Structural Framing Members shall be Manufactured by "Clark Dietrich Building Systems" or an Approved Substitute.7.5All Cold- Formed Steel Structural Members shall be Zinc Coated meeting ASTM A924-95A.7.6Provide Three (3) Studs at Each Lintel or Beam bearing location, Unless Noted Otherwise.7.7Provide Two (2) Studs on each side of Windows and Door Openings in Non-Load Bearing Walls, Unless Noted Otherwise. Provide Three(3) Studs on each side of Opening in Load Bearing Walls, Unless Noted Otherwise.7.8Prior to Fabrication of Framing, the Contractor shall Submit Fabrication and Erection Drawings to the Architect or Engineer to Obtain Approval.7.9Axially Loaded Studs shall be Installed in a manner which will assure that their Ends are Positioned against the Inside of Runner Web Prior toFastening.7.10Fastening of Components shall be with Corrosion-Resistant Self-Drilling Screws or Welding. Unless Noted Otherwise, Use 1/4-14 screwsby Buildex or Approved substitute. Wire tying of Components shall Not be Permitted. All Welds shall be touched up with Zinc Paint.7.11All Framing Components shall be Plumbed, Aligned and Leveled.7.12Runners shall be securely Anchored to the Supporting Structure as shown on the Drawings. Attachment shall be Adequate to resist allapplicable Gravity and Lateral Loads.7.13Temporary Bracing and Shoring, where required, shall be provided by the Contractor until Erection is Completed.7.14Resistance to Bending and Rotation about the Minor Axis shall be provided by Horizontal Straps with Horizontal C-Runner Bridging attermination of Continuous Horizontal Strap. Place at 60" o.c. max. along stud span.7.15All Straps shall have Fy = 50 ksi.7.16Splicing of Framing Components shall Not be permitted.7.17Member sizes indicated in the Drawings are the Minimum size required for the Design Loads. Contractor shall provide Minimum Gage forStuds, Joists, Bridging and Bracing as required for the U.L. Assemblies specified in the Architectural Drawings.7.18Contractor shall Align Holes in Studs for Plumbing and Electrical.7.19Design all Connections of Framing Members to each other and to the rest of the Structure, Unless specifically detailed on the Drawings.#4BAR SIZE#5#6#7#836"8" CMU45"54"63"72"36"12" CMU45"5463"72"MASONRY LAP SPLICE LENGTHNOT EXPOSED1-1/2"BEAMSMARK---FOOTINGSWALLS - #5 OR SMALLERWALLS - #6 OR LARGEREXPOSEDCAST AGAINST EARTH1-1/2"2"---3"3/4"1 1/2"---3/4"2"---5.3Grout used in under column base plates shall be cement based, non-shrink, non-metallic grout. the grout shall exhibit no shrinkage inaccordance with ASTM C827, "Test Method for Early Volume Change of Cementitious Mixtures" and shall have a minimum 28-daycompressive strength of 5000 psi when tested in accordance with ASTM C109, "Test Method for Compressive Strength of HydraulicCement Mortars".5.4Provide entrained air as per ACI 318.5.5Where excess water is added to the concrete so that its serviceability is degraded, the attainment of required strength shall not release thecontractor from providing such modifications as may be required by the architect to provide a serviceable member.5.6All concrete shall be vibrated.5.7No repair or rubbing of concrete surfaces shall be made prior to inspection by and with approval of the architect (owner or his authorizedrepresentative).5.8Sawn control joint in slab-on-grade shall be cut in accordance with ACI 302.1R. Joints shall be cut within 12 hours of slab placement.The length-to-width ratios of slab areas shall not exceed 1.25. The maximum area of slab within joints shall be 225 s.f.5.9Provide concrete walls with dovetail anchors and anchor slots where masonry walls abut concrete surface.5.10Control joints in all foundation and retaining walls shall be placed not more than 20 feet apart and shall have 3/4 inch v-chamfers on eachside. Construction joints shall be placed not more than 100 feet apart and shall fall at control joint locations. Construction joints shall bekeyed. Discontinue wall reinforcing at control joints. use 1/2" diameter x 3'-0" smooth bars at 12" c/c centered in the wall. Expansionjoints shall be spaced at 150 feet. See details on the drawings.5.11All pipe penetrations through slabs shall be sleeved in conformance with ACI 318, Section 6.3.5.12Refer to Civil Drawings for site concrete.5.13Refer to Drawings of other Disciplines and Vendor Drawings for embedded items and recesses not shown on Structural Drawings.4.1Reinforcing Bars shall conform to ASTM A615, Grade 60. Welded Wire Fabric shall conform to ASTM A185.4.2Detailing of Concrete Reinforcement and Accessories shall be in accordance with ACI "Detailing Manual", SP-66, the CRSI "Manual of StandardPractice" and ACI 318.4.3Reinforcing shall Not be Heated or Welded.4.4Reinforcing Placement shall be Approved by the Architect or His/Her Authorized Representative before Concrete is Placed.4.5Provide the following Concrete Cover for Reinforcement (Exposed Members are Members Exposed to Weather or Earth in Service):4.0 REINFORCEMENT4.6Reinforcement for Slabs-On-Grade shall be as follows:- 4 inch Slab-On-Grade6 x 6 - W2.9 x W2.94.7Masonry Reinforcement shall be placed in the Center of the Wall, Unless Specifically Detailed Otherwise in these Drawings.4.8Bars designated Continuous or Bars required to be Spliced for Placement, shall be Lapped as follows:- Concrete Reinforcement:Class "B" Tension Lap- Masonry Reinforcement:4.9Openings in Concrete Slabs and Walls shall be Reinforced on each side of the Opening with Two (2) #6 Bars in each face. Bars shall extend 2feet Beyond opening. Provide Two (2) #4 Diagonal Bars 4'-0" long in each face All Re-Entrant Corners of Slabs and Walls.4.10Welded Wire Fabric (WWF) shall lap Two (2) Full Meshes and be Securely Wired at Each Side and End.4.11Welded Wire Fabric shall be Fabricated from Sheets. Rolls are Not Allowed.4.12Provide Corner Bars at All Wall and Bond Beam Corners. Bars shall be the same size and spacing as Horizontal Reinforcing in each direction.4.13Intersecting Walls, if Poured separately, shall be Keyed and Doweled together with Bars of same size and spacing as Horizontal Reinforcement.- Lap Splices in Bottom Bars shall occur at a Support.- Lap Splices in Top Steel shall occur at Mid Span.5.1All Concrete Workmanship and Materials shall conform to ACI 318 and All Local Codes, Laws and Ordinances.5.2The following Table shall apply to All Concrete Mix Designs to be used for this Project:5.0 CONCRETETYPE OFCONSTRUCTIONMIN. COMP.STRENGTH AT28 DAYS (psi)TOTAL AIRMAXIMUMW/C RATIOSLUMP (in.)FOOTINGS3000NOT REQ'D.0.554 - 6INTERIORSLAB-ON-GRADE3000NOT REQ'D.0.453 - 5CONCRETE EXPOSEDTO WEATHER40005 - 7%0.504 - 6ALL OTHERCONCRETE3000AS REQ'D.0.554 - 68.1The products listed in this section are the design basis for this project. Additional requirements are as follows:a.Post-install anchors, rebar, and/or fasteners only as directed by the construction documents.b.Product diameter and embedment shall be as shown in the details.c.Install products in accordance with Manufacturer's Printed Installation Instructions.d.Prior to installation, contractor shall contact manufacturer's representative for product-specific installation training and a letter shall besubmitted to the Engineer-Of-Record (EOR) indicating training has taken place.e.Unless noted otherwise on the contract documents, refer to the project Building Code and/or evaluation report for required special inspectionsand proof load requirements.f.Substitution requests for products other than those listed below may be Submitted by the Contractor to the EOR for review. Substitutions willONLY be considered for products having a Research Report recognizing the product for the appropriate application under the project BuildingCode. Substitution requests shall include calculations that demonstrate the substituted product is capable of achieving the equivalentperformance values of the design basis product.1.For anchoring into CONCRETE:1.1.Mechanical Anchors shall have been tested in accordance with ACI 355.2 and ICC-ES AC193 for cracked concrete and seismicapplications. Pre-approved products include:SIMPSON STRONG-TIE “TITEN-HD” (ICC-ES ESR-2713)1.2.Adhesive for Rebar and Anchors shall have been tested in accordance with ACI 355.4 and ICC-ES AC308 for cracked concreteand seismic applications. Design bond strength has been based on cracked concrete, ACI 355.4 temperature category b, andinstallations into dry holes drilled using a hammer drill into concrete that has cured for at least 21 days. Adhesive anchors shallbe installed by a certified adhesive anchor installer when required per ACI 318-11 d.9.2.2. Installations requiring certifiedinstallers shall be inspected per ACI 318-11 d.9.2.4. Pre-approved products include:SIMPSON STRONG-TIE “SET-XP” (ICC-ES ESR-2508)2.For anchoring into MASONRY:2.1.Solid-grouted Concrete Masonry2.1.1.Mechanical Anchors shall have been tested in accordance with ICC-ES AC01 or ICC-ES AC106. Pre-approved products include:SIMPSON STRONG-TIE “TITEN-HD” (ICC-ES ESR-1056)2.1.2.Adhesive for Rebar and Anchors shall have been tested in accordance with ICC-ES AC58. Pre-approved products include:SIMPSON STRONG-TIE “SET-XP” (IAPMO-UES ER-22.2.Hollow Concrete Masonry2.2.1.Mechanical Anchors shall have been tested in accordance with ICC-ES AC106. Pre-approved products include:SIMPSON STRONG-TIE “TITEN-HD”2.2.2.Adhesive for Rebar and Anchors with screen tubes shall have been tested for use in accordance with ICC-ES AC58. Theappropriate screen tube shall be used as recommended by the adhesive manufacturer. Pre-approved products include:SIMPSON STRONG-TIE “SET-XP” (IAPMO-UES ER-265)8.0 POST-INSTALLED ANCHORS, REBAR, & FASTENERSS001STRUCTURALGENERALNOTESBID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22 NOTE:CONTRACTOR SHALL FIELD VERIFY ALLEXISTING SITE/BUILDING CONDITIONS ANDDIMENSIONS PRIOR TO BEGINNING ANYWORK. ALL EXISTING STRUCTURALFRAMING & CONDITIONS ARE ASSUMED.IMMEDIATELY NOTIFY ENGINEER OF ANYDISCREPANCIES OR CONFLICTS.SCALE: 3/32" = 1'-0"FOUNDATION PLANFOUNDATION NOTES:1. REFER TO DRAWING S001 FOR GENERAL NOTES.2. VERIFY DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DIMENSIONS SHOWN ON ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER DIMENSIONS SHOWN ON THIS PLAN.S3002S3003BEDCFGH1234567A8' OHDNOTE:PATCH & REPAIR EXISTINGSLAB-ON-GRADE AS NECESSARY.MATCH EXISTING SLAB THICKNESS.(N) CONC. STOOP -MATCH HEIGHT OF(E) ADJACENT STOOP.SEE ARCH. FOR EXTENTS(DOWEL INTO EXIST.PER 1/S300)S3004S100FOUNDATIONPLANBID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/221 BEDCFGH1234567A8' OHD4.6(E) 16" W.F. BEAM(E) 18" W.F. BEAM(E) 18" W.F. BEAM(E) 16" W.F. BEAM(E) 16" W.F. BEAM(E) 16" W.F. BEAM(E) 24" JOIST-GIRDER(E) 24" JOIST-GIRDER(E) 24" JOIST-GIRDER(E) 24" JOIST-GIRDER(E) JOIST-GIRDER(E) JOIST-GIRDER(E) JOIST-GIRDER(E) JOIST-GIRDER(E) JOIST-GIRDER(E) JOIST-GIRDER(E) W.F. BEAM(E) W.F. BEAM(E) W.F. BEAM(E) W.F. BEAM(E) W.F. BEAM(E) W.F. BEAM(E) W.F. BEAM(E) W.F. BEAM(E) W.F. BEAM(E) W21x68(E) W14x22(E) W14x22(E) W.F. BEAM(E) W.F. BEAM(E) 8 14" JOISTSSPACED AS SHOWN(E) 24" JOISTSSPACED AS SHOWN(E) 24" JOISTSSPACED AS SHOWN(E) 24" JOISTSSPACED AS SHOWN(E) 24" JOISTS@ 5'-0" O.C.(E) 24" JOISTS@ 5'-0" O.C.(E) 24" JOISTS@ 5'-0" O.C.(E) 18" JOISTS@ 5'-0" O.C.(E) 18" JOISTS@ 5'-0" O.C.(E) 18" JOISTS@ 5'-0" O.C.(E) 18" JOISTS@ 5'-0" O.C.(E) 14" W.F. BEAM (E) 14" W.F. BEAM (E) W.F. BEAM (E) W.F. BEAM5 EQ. SPACES5 EQ. SPACES5 EQ. SPACES5 EQ. SPACES500#HANGING SCOREBOARD(TV SUPPORT FRAME) BELOW(SEE DETAILS ON S400)(COORDINATE W/ ARCH. & MANUF.)RTU-91050#(E) RTU(E) RTURTU-81050#RTU-101500#FRAMING NOTES:1. REFER TO DRAWING S001 FOR GENERAL NOTES.2. VERIFY DIMENSIONS WITH ARCHITECTURAL DRAWINGS.DIMENSIONS SHOWN ON ARCHITECTURAL DRAWINGS TAKEPRECEDENCE OVER DIMENSIONS SHOWN ON THIS PLAN.3. THE ROOF FRAMING HAS BEEN ANALYZED FOR THE ROOFTOPEQUIPMENTS WEIGHTS AND LOCATIONS SHOWN ONLY.COORDINATE FINAL EQUIPMENT LOADS AND LOCATIONS WITHMECH. DRAWINGS.NOTE:CONTRACTOR SHALL FIELD VERIFY ALLEXISTING SITE/BUILDING CONDITIONS ANDDIMENSIONS PRIOR TO BEGINNING ANYWORK. ALL EXISTING STRUCTURALFRAMING & CONDITIONS ARE ASSUMED.IMMEDIATELY NOTIFY ENGINEER OF ANYDISCREPANCIES OR CONFLICTS.NOTE:G.C. TO FIELD VERIFY ALL ROOF FRAMING SHOWN,INCLUDING, BUT NOT LIMITED TO, JOIST LAYOUT,SPACING, SPANS, CHORD SIZES, AND DEPTHS.IMMEDIATELY NOTIFY E.O.R. OF ANY DISCREPANCIES.SCALE: 3/32" = 1'-0"ROOF FRAMING PLANS4011FIELD VERIFY2L112"x112"x0.18" MIN.BOTTOM CHORD ATJOISTS TO RECIEVENEW LOADING19'-812"20'-014"25'-0"24'-11"24'-1012"24'-1012"24'-10"10'-014"39'-73 4"40'-0"39'-4"25'-612"24'-514"FIELD VERIFY2L158"x158"x0.16" MIN.BOTTOM CHORD ATJOISTS TO RECIEVENEW LOADINGFIELD VERIFY2L158"x158"x0.16" MIN.BOTTOM CHORD ATJOISTS TO RECIEVENEW LOADINGFIELD VERIFY2L114"x114"x0.14" MIN.BOTTOM CHORD ATJOIST TO RECIEVENEW LOADING(E) RTU(E) RTU(E) RTURTU-7900#S200ROOFFRAMINGPLANBID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/221111111 4" COMPACTEDGRANULARBASE10 MIL POLY VAPORBARRIER OVER CLEANCOMPACTED FILL.OVERLAP NEW ANDEXISTING V.B. EDGESAND SEAL WITH MANUF.JOINT TAPE3000 PSI CONCRETE,MATCH EXISTINGTHICKNESS. REINFORCEW/6"x6" W2.9 x W2.9 WIREMESH#4 x10" REBAR @32"O.C.EMBED 5" INTO EXISTINGSLAB W/ EPOXY GROUTSTAGGER 16" OPPOSITESIDES OF INFILL SLABF.F.E.EXISTING SLAB TO REMAINTREAT EXPOSED SOILWITH LOCAL AND STATEEPA APPROVEDTERMIDICIDE PRIOR TOPLACEMENT OF NEWVAPOR BARRIERAS REQ'D. FORINSTALLATIONMATCH (E) SLABTHICKNESS (4" MIN.)SCALE: N.T.S.1TYP. SLAB REPAIR DETAILNOTE:CONTRACTOR SHALL FIELD VERIFY ALLEXISTING SITE/BUILDING CONDITIONS ANDDIMENSIONS PRIOR TO BEGINNING ANYWORK. ALL EXISTING STRUCTURALFRAMING & CONDITIONS IS ASSUMED.IMMEDIATELY NOTIFY ENGINEER OF ANYDISCREPANCIES OR CONFLICTS.2SCALE: N.T.S.NEW INFILL AT EXIST. DOOR OPENINGEXIST. FDN WALL & FOOTING.(SIZE, DEPTH & LOCATIONIS ASSUMED.)EXIST. FIN. GRADE(FIELD VERIFY)EXIST. CONC. SLAB600S125-54 CFM STUDS@ 12" O.C.600T125-54 METAL TRACKW/ 12"Ø TITEN HD @ 12" O.C.NOTE:INSTALL METAL TRACK ATSILL & HEAD & ANCHORSTUDS AT BOTH JAMBS.EXIST. 6" METALSTUD WALL (F.V.)600T125-54 METAL TRACKW/ (2) - #12 SCRWES @ 12" O.C.7(E) FTG. & SLAB(F.V.)5'-0" MIN.(VERIFY W/ ARCH.)6'-0" MIN. (FROST)(N) OPENING(E) SLAB(FIELD VERIFY)6" VOID FORM10"(E) FIN. GRADEF.F.E.T/ (E) FTG. EL.= FIELD VERIFY6"SCALE: 3/4" = 1'-0"FROST SLAB SECTION4#4 @ 12" O.C.E.W.#4 @ 12" O.C.E.W.#5 x 16" EPOXYDOWELS @ 16" O.C.SCALE: 1/2" = 1'-0"3NEW OPENINGS IN CFS WALLT/ STEEL EL.= 15'-2" A.F.F.(FIELD VERIFY)B/ STEEL EL.= 10'-0" A.F.F.(VERIFY W/ ARCH.)8'-0"(VERIFY W/ ARCH.)4"8"LBG-2 (SEE S401)LGC-2 (SEE S401)F.F.E.S4012TYP.S4016(E) 8" METAL STUDS@ 16" O.C. (F.V.)TYP.LGC-2 (SEE S401)4"(E) 16" W.F. BEAM3'-4"(VERIFY W/ ARCH.)B/ STEEL EL.= 7'-4" A.F.F.(VERIFY W/ ARCH.)(2) - 800S162-54 CFMJAMB (TYP. EACH SIDE)LBG-2 (SEE S401)8"ATTACH TO JAMBSIM. TO 2/S401S300SECTIONS ANDDETAILSBID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/2211 (2) L2x2x316C MECH. EQUIPMENT SUPPORTOR ANY LOAD > 100 LB AT TOPCHORDL(E) JOIST(F.V.)C MECH. EQUIPMENT SUPPORTOR ANY LOAD >100 LB AT BOTTOMCHORDLTYP.EACH END3/163/16IF GREATER THAN 6"JOIST REINFORCEMENT DETAILFOR NON-PANEL POINT LOADINGSCALE: N.T.S.2IF GREATER THAN 6"NOTE:CONTRACTOR SHALL FIELD VERIFY ALLEXISTING SITE/BUILDING CONDITIONS ANDDIMENSIONS PRIOR TO BEGINNING ANYWORK. ALL EXISTING STRUCTURALFRAMING & CONDITIONS IS ASSUMED.IMMEDIATELY NOTIFY ENGINEER OF ANYDISCREPANCIES OR CONFLICTS.L2x2REINFORCEMENT REQ'D.WHEN GREATER THAN 6"L2x2JOIST REINF. BOTH SIDESOF JOIST (SEE 2/S400)WASHER & (2) NUTS5/8"Ø THREADED RODSCONT. L3x3x1/4BETWEEN JOISTSTYP.5/8"Ø THREADED RODS(2)WASHER & (4) NUTS(2)WASHER & (4) NUTSUNISTRUT SPF 100-062 OR EQUALTV MONITORINSTALL 12 GA. HANGER WIRE W/ TIGHT 3WRAP TIE. INSTALL ON ALL 4 CORNERS OFFRAMEWRAP AND TIE AROUNDTOPS OF WEB MEMBERSTV SUPPORT FRAME BY KDMTYPICAL TV FRAME MOUNTING DETAILSSCALE: N.T.S.11. 5/8" DIA. THREADED RODS, NUTS, WASHERS, 12 GA. HANGER WIRE,AND ANGLES SUPPLIED BY CONTRACTOR.2. ALL ELECTRICAL CONNECTIONS BY OTHERS.3. ALL TV MONITORS & TV MOUNTS SUPPLIED BY OTHERS.NOTES:4 SIDED TV SUPPORT FRAMEBY KDM (SEE PLAN)INSTALL 12 GA. HANGER WIRE W/ TIGHT 3WRAP TIE. INSTALL ON ALL 4 CORNERS OFFRAMEPLAN VIEW5/8" DIA. THREADED RODAT ALL 4 CORNERS1/81SEE ARCH. FOR ADDITIONALTV SUPPORT FRAME INFO.NOTE:TYP.3/16NOTE:SEE 2/S400 FOR JOISTREINFORCEMENT.C JOISTLJOIST SPACINGC JOISTLC6x8.2ORL4x4x14SEE MECH. DRAWINGS FOR SIZE3/16RTU CURB(COORD. w/M.E.P.)TYP. MECHANICAL UNIT CURB SUPPORTSCALE: N.T.S.3PL. 14"x3"x0'-3"NOTE:THIS DETAIL IS ONLY REQUIRED IF EXISTINGRTU CURB SUPPORT FRAMING IS NOT ALREADYINSTALLEDS400SECTIONS ANDDETAILSBID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22 SCALE: 1/4" = 1'-0"ENLARGED VESTIBULEFRAMING PLAN1(B.STUD = SEE ARCH.)LGC -1(5 PLACES)58" THICK APA RATEDPLYWOOD DECKCONNECT VESTIBULE SOFFITSTUDS TO EXIST. STEELFRAMING THIS END. FIELDVERIFY. (TYP.)DOUBLE JOISTS@ OPENINGS4014S4013LGB-1 LGB-1LGB-1COORD. LOCATIONW/ ARCH. STOREFRONT(TYP.)600S162-43 JOISTS@ 16" O.C.LGB-1LGB-1LGC-1LIGHT GAGE VESTIBULEBUILT-UP SECTIONS(2) - 1000S200-54(2) - 600S200-6810"6"6"6"SCALE: N.T.S.LGC = LIGHT GAGE COLUMNLGB = LIGHT GAGE BEAM600T200-54 T&B(4) - #10 SCREWS@ 1'-0" O.C.(2) - 600T200-68 T&B(4) - #10 SCREWS@ 1'-0" O.C.LGB-2LGC-2(2) - 800S200-548"8"8"4"800T200-54 T&B(4) - #10 SCREWS@ 1'-0" O.C.800T200-54(EA. SIDE)(4) - #10 SCREWS@ 1'-0" O.C.(2) - 800S200-54BACK-TO-BACK(CONNECT @ 1'-0" O.C.)SCALE: 1 1/2" = 1'-0"HEADER ATTACHMENT DETAIL2BOX BEAM(SEE PLAN & 3/S300)9" LONG SECTION OF 6" x 16 GA. TRACKATTACHED TO POST w/(8) - #10SCREWS & TO HEADER w/(4) - #10SCREWS EA. FLANGE2"x2" 16 GA. ANGLE, 12" LESS THAN STUD WIDTH.USE (3) - #10 SCREWS EA. LEG T&BSCALE: N.T.S.SECTION3STOREFRONT(PER ARCH.)HEADER(SEE PLAN)JOIST(SEE PLAN)PLYWOOD DECKCONT. 2x2 18 GA. ANGLEFASTEN TO JOIST & HEADERw/#10 SCREWS @ 16" O.C. EA. LEGSIMPSON L50GYP. BOARDGYP. BOARDBOX COLUMN(SEE PLAN & 3/S300)SCALE: N.T.S.SECTION4STOREFRONT(PER ARCH.)HEADER(SEE PLAN)JOIST(SEE PLAN)PLYWOOD DECKCONT. 2x2 18 GA. ANGLEFASTEN TO JOIST & HEADERw/#10 SCREWS @ 16" O.C. EA. LEGGYP. BOARDGYP. BOARDNOTE:CONTRACTOR SHALL FIELD VERIFY ALLEXISTING SITE/BUILDING CONDITIONS ANDDIMENSIONS PRIOR TO BEGINNING ANYWORK. ALL EXISTING STRUCTURALFRAMING & CONDITIONS ARE ASSUMED.IMMEDIATELY NOTIFY ENGINEER OF ANYDISCREPANCIES OR CONFLICTS.VERTICLIP SLB600 BY 'THE STEELNETWORK' w/ (3) DEFLECTIONSCREWS TO STUD & (2) 0.157" PAFsTO ANGLESEE ARCH. FORDEFLECTION CONNECTIONAT TOP OF STUD6" METAL STUDSCONT. L4x4x14 WELDEDTO JOIST B/CHORD(E) JOISTSCALE: N.T.S.TYP. TOP VESTIBULE STUD CONNECTION5'SIMPSON' SCW5.5 w/ (2) DEFLECTIONSCREWS TO STUD & (2) 0.157" PAFsTO BEAMBOX COLUMN(SEE 3/S300)(E) ROOF BEAMSCALE: N.T.S.TYP. JAMB CONNECTION @ NEW OPENING6S401VESTIBULEPLAN ANDDETAILSBID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22 SYMBOL LEGENDALL SYMBOLS MAY NOT BE USED ON EVERYPROJECT AND ARE NOT DRAWN TO SCALE.ALL SYMBOLS ON THIS LIST ARE NOT NECESSARILY USED ON THIS PROJECT.FLEXIBLE CONNECTIONAND/AND/AND/ORORORROOFTOP AIR CONDITIONING UNITCONDENSING UNITUNIT HEATERSMART SENSOR WITH DIGITALTSTSO.A.OUTSIDE AIR INTAKEO.A.SSSENSOREXHAUST FANFAN COIL UNIT / AIR HANDLER UNITTRANSFER GRILLEDUCT SLEEVEDROP BOX CONCENTRIC CONVERTERROOFTOP UNIT WITHRETURN, EXHAUST OROUTSIDE AIR DUCT RISER90° ELBOW DOWN90° ELBOW UPROUND RADIUS ELBOW90° TEESIZE OR SHAPE TRANSITION90° ELBOW UP90° ELBOW DOWNTURNING VANESSUPPLY DUCT RISERBRANCH TAKE-OFF WITHAIR EXTRACTORSIDEWALL SUPPLY GRILLEOR REGISTER WITHRECTANGULAR RADIUS ELBOWRECTANGULAR ELBOW WITHROUND FLEXIBLE DUCT45° TAPSINGLELINEDESCRIPTIONDOUBLELINEFIRE DAMPERMOTORIZED DAMPERDOOR GRILLEWITH SMOKE DETECTORMANUAL BALANCING DAMPERSMOKE DAMPER (AUTOMATIC)DUCT MOUNTED SMOKE DETECTORFDSSDFSDMDFDSDSFSDMDTEMPERATURE READOUTTCSCOMBINATION TEMPERATURE CO2 SENSORRETURN AIR DUCT / CEILING RETURN AIRGRILLE OR REGISTERSUPPLY AIR DUCT / SUPPLY DIFFUSER LINEARDIFFUSEREXHAUST AIR DUCT / CEILING MOUNTEDEXHAUST FANCOMBINATION FIRE AND SMOKE DAMPERWITH SMOKE DETECTORTCSGENERAL NOTESA. DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. FIELD MEASURE FOR FINAL DUCTWORK PRIOR TO FABRICATION AND MAKE NECESSARY ADJUSTMENTS TO FIT THE DUCTWORK WITHIN THE AVAILABLE SPACE. ADDITIONAL OFFSETS ARE TO BE EXPECTED. FIELD VERIFY FINAL LOCATIONS FOR EQUIPMENT. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE LANDLORD AND TENANT, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PROVIDE DUCT RISES AND DROPS AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES SHALL BE ADJUSTED AS REQUIRED TO ACCOMMODATE FINAL CEILING GRID AND LIGHTING LOCATIONS, WITH LIGHTING HAVING TOP PRIORITY.B. MECHANICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING PROCESS AND FIELD VERIFY EXISTING CONDITIONS. CONTRACTOR SHALL TAKE ALL INTERFERENCE'S INTO CONSIDERATION. PROVIDE ALL NECESSARY OFFSETS OR TRANSITIONS WITH EQUIVALENT AREAS TO MATCH DUCT SIZES AS INDICATED ON DRAWINGS.C. COORDINATE WORK WITH OTHER TRADES, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE TENANT AND LANDLORD, AND THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. COORDINATE THE INSTALLATION WITH OTHER TRADES AS REQUIRED TO ENSURE A NEAT AND ORDERLY INSTALLATION. DUCTWORK AND PIPING SHALL BE ROUTED TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES BEFORE STARTING WORK.D. CONTRACTORS AND SUBCONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS INCLUDING NOTES, SPECIFICATIONS AND DETAILS PROVIDED ON THIS SHEET AND ELSEWHERE IN THE DRAWING SET PERTAINING TO THIS PROJECT. NOTIFY ENGINEER, ARCHITECT AND TENANT OF ANY CONFLICTS OR DISCREPANCIES. E. WHERE THERE MAY BE A CONFLICT IN THE SPECIFICATIONS AND/OR DRAWINGS, THEN THE MORE EXPENSIVE LABOR, MATERIALS AND EQUIPMENT SHALL BE ASSUMED TO BE REQUIRED AND SHALL BE PROVIDED BY THE CONTRACTOR TO THE SATISFACTION OF THE TENANT. F. WHEN WORK, NOT SPECIFICALLY CALLED OUT, IS REQUIRED TO COMPLETE THE PROJECT, IT SHALL BE PROVIDED BY THE CONTRACTOR WITH THE BEST MATERIALS AND WORKMANSHIP. G. COORDINATE ALL ROOF PENETRATIONS WITH LANDLORD AND TENANT. H. CONTRACTOR SHALL BE FAMILIAR WITH LANDLORDS'S STANDARDS, RULES AND REGULATIONS. ALL LANDLORD'S CRITERIA SHALL BE COMPLIED WITH AND INCLUDED IN THIS BID. I. ALL DUCTWORK SHALL BE INSTALLED TIGHT TO UNDERSIDE OF STEEL DECK. DUCTWORK AND DIFFUSERS IN EXPOSED STRUCTURE AREAS SHALL BE LAID OUT SYMMETRICALLY IN EACH AREA. J. SPRINKLER CONTRACTOR SHALL COORDINATE SPRINKLER SYSTEM WITH DUCTWORK AND LIGHT FIXTURE WITH LIGHTING LAYOUT HAVING TOP PRIORITY. K. MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES FOR ALL EQUIPMENT. L. ALL BUILDING EXHAUST OUTLETS ARE TO BE A MINIMUM OF 10'-0" AWAY FROM MECHANICAL AIR INTAKES.M. NO SENSORS/ THERMOSTATS ARE TO BE LOCATED OVER HEAT PRODUCING EQUIPMENT. N. ALL SENSORS TO BE IDENTIFIED WITH A PRINTED PERMANENT LABEL BY NATIONAL ACCOUNT VENDOR WHICH IDENTIFIES THE UNIT IT SERVES. O. COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. CONTRACTOR TO COORDINATE ALL PRIOR TO ORDERING. P. COORDINATE EQUIPMENT AND BALANCING DAMPER LOCATIONS CAREFULLY TO INSURE PROPER AND ADEQUATE ACCESS TO FILTERS, MOTORS, CONTROL PANELS, ETC. PROVIDE PANELS AS SPECIFIED WHERE REQUIRED TO ASSURE THIS ACCESS. Q. GENERAL CONTRACTOR IS RESPONSIBLE FOR START UP OF AIR HANDLING UNITS AND BALANCING. R. GENERAL CONTRACTOR SHALL REBALANCE THE SYSTEM UPON COMPLETION OF INSTALLATION OF THE EMS SYSTEM. S. ALL DUCTWORK SIZES INDICATED ARE NET SIZES. DUCTWORK SHALL BE INCREASED TO ALLOW FOR INTERNAL INSULATION. SEE SPECIFICATIONS FOR INSULATION REQUIREMENTS.T. PROVIDE SUPPLY AIR IN ELECTRICAL ROOM, WHERE SEPARATE ELECTRICAL ROOM(S) IS PROVIDED.U. SPACES ABOVE DROP CEILINGS WHICH CONTAIN NON-PLENUM RATED MATERIALS OR PVC PIPING MAY NOT BE UTILIZED AS A RETURN AIR PLENUM. V. GENERAL CONTRACTOR MUST VERIFY ALL CLEARANCES AND DIMENSIONS IN FIELD. JOB NO.:SUITE 5550479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37204P. 615.244.8170F. 615.244.8141www.mjmarch.com45 Hinesburg Rd,South Burlington, VT 05403MJM #21398M100MECHANICALNOTES ANDLEGENDSBGR27707PERMITISSUE04/22/2022REV DATE SHEET NOTES1. INSTALL NEW PACKAGED ROOFTOP UNIT WITH NEW ROOF PENETRATION AND ROOF CURB AS REQUIRED. VERIFY OPENING IN ROOF FOR SUPPLY & RETURN DROPS.2. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SURFACE-MOUNTED CONDUIT, WIRE AND OUTLET BOX AT 84" A.F.F. FOR TEMPORARY THERMOSTAT LOCATIONS. SEE ELECTRICAL PLANS FOR WIRE REQUIRED. OUTLET BOX SHOULD FACE REAR OF STORE. MECHANICAL CONTRACTOR SHALL SET TEMPORARY THERMOSTAT AT THIS LOCATION TENANT'S NATIONAL ACCOUNT EMS VENDOR WILL INSTALL PERMANENT COMBINATION TEMPERATURE/CO2 SENSORS AND REMOVE TEMPORARY THERMOSTATS.3. SMOKE DETECTORS IN EACH ROOFTOP UNIT. DETECTOR SHALL SHUT DOWN UNIT UPON DETECTION OF SMOKE. COORDINATE WITH TENANT'S NATIONAL ACCOUNT FIRE ALARM VENDOR.4. INSTALL ELECTRIC, CEILING-MOUNTED, CABINET HEATER. SUPPORT HEATER FROM STRUCTURE WITH THREADED RODS WITH VIBRATION ISOLATORS. SEE SCHEDULE ON SHEET M201. COORDINATE LOCATION WITH LIGHT FIXTURES, WITH LIGHTING HAVING TOP PRIORITY. NATIONAL ACCOUNT VENDOR ITEM. 5. INSTALL SUPPLY DROP BOX DIFFUSER FOR ROOFTOP. SEE DETAIL ON SHEET M301. COORDINATE LOCATION WITH LIGHTING LAYOUT WITH LIGHTING HAVING TOP PRIORITY. NATIONAL ACCOUNT VENDOR ITEM.6. 28x28 RETURN AIR OPENING ON TOP OF DUCT. PROVIDE AND INSTALL EXPANDED METAL SCREEN ON OPENING.7. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT, WIRE AND OUTLET BOX IN WALL AT 96" AFF FOR TEMPERATURE SENSOR FOR CABINET HEATER. TENANT'S NATIONAL ACCOUNT EMS VENDOR WILL INSTALL PERMANENT TEMPERATURE SENSOR.8. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL 3/4" FLEX CONDUIT AND PULL WIRE FROM ROOF CURB STUBBED DOWN INTO CEILING SPACE FOR EMS WIRING. TENANT'S NATIONAL ACCOUNT VENDOR TO PROVIDE/INSTALL FINAL WIRING. 9. TRANSFER GRILLE INSTALLED ON VESTIBULE WALL ABOVE VESTIBULE CEILING TO TRANSFER AIR INTO SPACE ABOVE VESTIBULE CEILING. BOTTOM OF GRILLE TO BE INSTALLED 15'-0" AFF.10. TRANSFER GRILLE INSTALLED ON BOPIS CLOSET WALL TO TRANSFER AIR INTO SPACE. BOTTOM OF GRILLE TO BE INSTALLED 15'-0" AFF.11. NOT USED12. EXISTING PACKAGED ROOFTOP UNIT. MECHANICAL CONTRACTOR TO TEST UNIT AND REPAIR AS NEEDED. 13. INSTALL NEW PACKAGED ROOFTOP UNIT WITH EXISTING ROOF PENETRATION AND NEW ROOF CURB ADAPTOR AS REQUIRED. VERIFY OPENING IN ROOF FOR SUPPLY & RETURN DROPS.14.CAP EXISTING INSULATED ROOF CURB.#GENERAL NOTESA. SMOKE DETECTOR/SENSOR IS PREINSTALLED IN THE ROOF TOP HVAC UNIT BY NATIONAL ACCOUNT VENDOR AS REQUIRED BY TENANT AND LOCAL BUILDING CODE TO SHUT DOWN UNIT UNDER ALARM. COORDINATE WITH TENANT'S NATIONAL ACCOUNT FIRE ALARM VENDOR. B. GENERAL CONTRACTOR SHALL CONFIRM EXACT LOCATION OF UNIT ON ROOF WITH TENANT AND STRUCTURAL DRAWINGS. C. INSTALL CONDENSATE DRAIN WITH DEEP SEAL TRAP AND CLEANOUT, PIPE TO DISCHARGE ON SPLASH BLOCK. PROVIDE A MIN. 2" AIR GAP. IF THE ROOFTOP UNIT CONDENSATE IS NOT PERMITTED TO DRAIN TO A SLASH BLOCK, THE CONTRACTOR IS TO PIPE IT THROUGH CURB DOWN TO MOP SINK. PROVIDE A MINIMUM 2" AIR GAP AT DISCHARGE.D. PROVIDE TEMPORARY T-STATS ON COLUMNS NEAR THE MECHANICAL UNIT THEY SERVE AND START UP THE UNITS. THE EMS CONTRACTOR WILL REMOVE THE TEMPORARY T-STATS AND REPLACE WITH PERMANENT TEMPERATURE SENSORS COMPATIBLE WITH THE EMS.E. PROVIDE INITIAL START UP AND BALANCE OF ROOF TOP UNITS PRIOR TO ENERGY MANAGEMENT SYSTEM INSTALLATION.F. RE-BALANCE THE UNITS UPON COMPLETION OF ENERGY MANAGEMENT SYSTEM INSTALLATION. G. COORDINATE LOCATIONS OF TEMPORARY T-STATS/TEMPERATURE SENSORS WITH STORE MERCHANDISE FIXTURE LAYOUT PLAN, UTILIZING COLUMNS THAT ARE NOT ENCLOSED BY STORE MERCHANDISE. ALL DEVICES TO FACE REAR OF STORE, HOWEVER, LOCATE DEVICES ON SIDES OF COLUMNS, IF NECESSARY, TO AVOID MERCHANDISE SHELVING. NO TEMPORARY T-STATS/ TEMPERATURE SENSORS SHALL BE LOCATED ON PERIMETER SALES WALLS. H. REFER TO ELECTRICAL PLANS FOR COORDINATION OF CONDUIT AND DEVICESI. SEAL ALL PENETRATIONS WEATHER-TIGHT.M1021AM1022A1234567ABCDEFGRTU-4400 CFM TYP. OF (4) SIDES, 1,600 CFM TOTAL12853SUH-1TSG-3--CH-147VESTIBULEG-3--9RTU-109G-5--10BOPIS CLOSETRTU-2400 CFM TYP. OF (4) SIDES, 1,600 CFM TOTAL12853SRTU-5400 CFM TYP. OF (4) SIDES, 1,600 CFM TOTAL12853SRTU-3400 CFM TYP. OF (4) SIDES, 1,600 CFM TOTAL12853SRTU-6400 CFM TYP. OF (4) SIDES, 1,600 CFM TOTAL12853SRTU-7400 CFM TYP. OF (4) SIDES, 1,600 CFM TOTAL13853SG-5--10RTU-9600 CFM TYP. OF (4) SIDES, 2,400 CFM TOTAL1853SRTU-8600 CFM TYP. OF (4) SIDES, 2,400 CFM TOTAL1853STSTSRTU-22TSRTU-42TSRTU-62RTU-82TSRTU-32TSRTU-92TSRTU-52TSRTU-72EF-11466666666(EXISTING) (EXISTING) (EXISTING)(EXISTING) (EXISTING)JOB NO.:SUITE 5550479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37204P. 615.244.8170F. 615.244.8141www.mjmarch.com45 Hinesburg Rd,South Burlington, VT 05403MJM #21398M101MECHANICALPLANBGR27707PERMITISSUE04/22/2022HVAC SIZING SUMMARYSALES FLOOR16,750 SQ. FT.= 465 SQ.FT. PER TON36 TONS COOLINGOFFICE AREA 940 SQ. FT.= 269 SQ.FT. PER TON3.5 TONS COOLINGSTOCKROOM / JANITOR1,030 SQ. FT.= 206 SQ.FT. PER TON5 TONS COOLING3/32" = 1'-0"1MECHANICAL PLANM101 1REV DATE1 Addendum 14/20/221 67EFGRTU-53EF-1(ON ROOF)24"/12"G-2200CD-12508"24"/12"G-2300CD-11508"24"/12"G-2930CD-11508"G-1506"CD-12008"CD-12508"TYP OF 212"ø8"ø8"ø8"ø22"/12"18"/12"6"ø8"ø6"ø6"øG-1758"TYP OF 2CD-2756"TYP OF 2TRTU-55OFFICEBREAKROOMCORRIDORWOMEN'SJANITOR'S CLOSETMEN'SMANAGER'S OFFICE10"ø8"ø77111102S7RECEIVINGTTSUH-112"/6"CD-3350TYP OF 4UH-124"/24"G-4189512"/6"CD-3300TYP OF 264812"ø20"ø24"/16"916"ø12"øGENERAL NOTESA. SMOKE DETECTOR/SENSOR IS PREINSTALLED IN THE ROOF TOP HVAC UNIT BY NATIONAL ACCOUNT VENDOR AS REQUIRED BY TENANT AND LOCAL BUILDING CODE TO SHUT DOWN UNIT UNDER ALARM. COORDINATE WITH TENANT'S NATIONAL ACCOUNT FIRE ALARM VENDOR. B. GENERAL CONTRACTOR SHALL CONFIRM EXACT LOCATION OF UNIT ON ROOF WITH TENANT AND STRUCTURAL DRAWINGS. C. INSTALL CONDENSATE DRAIN WITH DEEP SEAL TRAP AND CLEANOUT, PIPE TO DISCHARGE ON SPLASH BLOCK. PROVIDE A MIN. 2" AIR GAP. IF THE ROOFTOP UNIT CONDENSATE IS NOT PERMITTED TO DRAIN TO A SLASH BLOCK, THE CONTRACTOR IS TO PIPE IT THROUGH CURB DOWN TO MOP SINK. PROVIDE A MINIMUM 2" AIR GAP AT DISCHARGE.D. PROVIDE INITIAL START UP AND BALANCE OF ROOF TOP UNITS PRIOR TO ENERGY MANAGEMENT SYSTEM INSTALLATION.E. RE-BALANCE THE UNITS UPON COMPLETION OF ENERGY MANAGEMENT SYSTEM INSTALLATION. F. COORDINATE LOCATIONS OF TEMPORARY T-STATS/TEMPERATURE SENSORS WITH STORE MERCHANDISE FIXTURE LAYOUT PLAN.G. REFER TO ELECTRICAL PLANS FOR COORDINATION OF CONDUIT AND DEVICESH. SEAL ALL PENETRATIONS WEATHER-TIGHT.SHEET NOTES1. INSTALL PACKAGED ROOFTOP UNIT. VERIFY OPENING IN ROOF FOR SUPPLY & RETURN DROPS. 2. SMOKE DETECTORS IN EACH ROOFTOP UNIT. DETECTOR SHALL SHUT DOWN UNIT UPON DETECTION OF SMOKE. COORDINATE WITH TENANT'S NATIONAL ACCOUNT FIRE ALARM VENDOR.3. INSTALL ROOF MOUNTED CENTRIFUGAL EXHAUST FAN WITH AN INSULATED ROOF CURB. SEE SCHEDULE. SEE DETAIL ON M301. NATIONAL ACCOUNT VENDOR ITEM.4. PROVIDE AND INSTALL PERMANENT T-STAT FOR UH-1 @ 84" A.F.F. WITH LOCKING, VENTILATED, ENCLOSURE. 5. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT, WIRE AND OUTLET BOX AT AT 54" A.F.F. WITH TEMPORARY THERMOSTATS FOR RTU SERVING THE SPACE. TENANT'S NATIONAL ACCOUNT EMS VENDOR WILL INSTALL PERMANENT TEMPERATURE SENSOR. COORDINATE EXACT LOCATION WITH LIGHT SWITCHES.6. INSTALL GAS-FIRED UNIT HEATER. MOUNT BOTTOM OF UNIT HEATER 13'-0" A.F.F. AND PLACE BETWEEN ROWS OF LIGHT FIXTURES. EXTEND 4"∅FLUE THROUGH ROOF PER SPECIFICATIONS AND DETAIL ON M301. COORDINATE EXACT LOCATION OF UNIT HEATER WITH BACK ROOM LAYOUT SO AS NOT TO INTERFERE WITH STORAGE. COORDINATE LOCATION OF HEATER WITH DOOR SO THAT HEATER AIR FLOW IS DIRECTED AT DOOR OPENING WHEN DOOR IS OPEN. NATIONAL ACCOUNT VENDOR ITEM. CONNECT EXISTNG 1-1/2" LOW PRESSURE GAS PIPE TO GAS UNIT HEATER. REFER TO DETAIL 4 ON SHEET P301 FOR ADDITIONAL INFORMATION.7. DOOR LOUVER ON RESTROOM DOOR. DOOR COMES PRE-CUT FOR LOUVER INSTALLATION. SEE DOOR SCHEDULE FOR MORE INFORMATION.8. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SURFACE-MOUNTED CONDUIT, WIRE AND OUTLET BOX AT 84" A.F.F. FOR TEMPERATURE SENSOR FOR UNIT HEATER ADJACENT TO THERMOSTAT. TENANT'S NATIONAL ACCOUNT EMS VENDOR WILL INSTALL PERMANENT TEMPERATURE SENSORS.#9. REMOTE TEST STATIONS TO BE INSTALLED ON SUPPLEMENTAL EQUIPMENT PLYWOOD BACK BOARD. SEE ELEVATION LAYOUT ON E502.10.ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL 3/4" FLEX CONDUIT AND PULL WIRE FROM ROOF CURB STUBBED DOWN INTO CEILING SPACE FOR EMS WIRING. TENANT'S NATIONAL ACCOUNT VENDOR TO PROVIDE/INSTALL FINAL WIRING. 11.REQUIRED 10'-0" CLEARANCE FOR EXHAUST TO BUILDING VENTILATION INTAKES. JOB NO.:SUITE 5550479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37204P. 615.244.8170F. 615.244.8141www.mjmarch.com45 Hinesburg Rd,South Burlington, VT 05403MJM #21398M102ENLARGEDMECHANICALPLANBGR27707PERMITISSUE04/22/20221/4" = 1'-0"1AENLARGED MECHANICAL OFFICE PLANM102 1AREV DATE1 Addendum 14/20/221 GENERAL NOTESA. ROOFTOP UNITS INCLUDE CUSTOM CONTROL FEATURES FOR INTERFACE WITH TENANT'S ENERGY MANAGEMENT SYSTEM. UNITS MUST BE ORDERED FROM HVAC NATIONAL ACCOUNT VENDOR IN ORDER TO GET THESE CUSTOM FEATURES.B. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND ACCEPTING THE MATERIAL, VERIFYING PROPER QUANTITIES AND MODEL NUMBERS, ALL TEMPORARY STORAGE OF EQUIPMENT AND PROVIDING A (1) YEAR LABOR WARRANTY ON ALL PRODUCTS.THE EQUIPMENT PACKAGE INCLUDES THE FOLLOWING:1. ROOFTOP HEATING/COOLING UNITS (6 TOTAL).2. GAS FIRED UNIT HEATER.3. SUPPLY DROP BOX DIFFUSER (4 TOTAL).4. ELECTRIC CABINET HEATER (CEILING MOUNTED)5. EXHAUST FAN, DAMPER AND CURB 6. VAV BOX(ES) (IF APPLICABLE).ENERGY MANAGEMENT SYSTEMTENANT HAS A NATIONAL ACCOUNT VENDER, WHO PROVIDES AND INSTALLS ENERGY MANAGEMENT SYSTEM (EMS). COORDINATE ALL WORK RELATED TO THE EMS SYSTEM WITH THE EMS CONTRACTOR PRIOR TO INSTALLATION OF MATERIALS. THE EMS VENDOR WILL SUPPLY AND INSTALL THE FOLLOWING:1. TEMPERATURE SENSORS (TO REPLACE TEMPORARY THERMOSTATS) FOR RTUS AND UNIT HEATER AND CABINET HEATER2. CO2 SENSOR AND WIRING3. EMS PULSE/CT'S SUPPLIED TO E.C. FOR ON-SITE INSTALLATION AT MDP PANEL4. EMS PANELS ARE TO BE PRE-INSTALLED ON POWER WALL.5. EMS PROGRAMMING6. TEMPERATURE SENSOR FOR STOCK ROOM HEATER.MECHANICAL CONTRACTOR SHALL INSTALL THE FOLLOWING:1. MECHANICAL UNITS (SEE HVAC EQUIPMENT PACKAGE ON THIS SHEET)2. TEMPORARY THERMOSTATS3. STOCK ROOM HEATER T-STAT AND LOCKABLE COVER, INCLUDING WIRING4. VESTIBULE HEATER AND TEMP SENSOR, INCLUDING WIRING5. INITIAL START UP, TEST, ADJUSTING AND BALANCING OF SYSTEM6. REBALANCE OF SYSTEM AFTER EMS INSTALLATION IS COMPLETE. ELECTRICAL CONTRACTOR SHALL INSTALL THE FOLLOWING:1. CONDUIT, PULL WIRE AND BOX FOR CO2 SENSOR. SENSOR AND WIRING PROVIDED AND INSTALLED BY EMS VENDOR.2. CONDUIT, BOXES AND WIRE FOR TEMPORARY THERMOSTATS. 3. INSTALLATION OF EMS PULSE/CT'S NEAR THE MDP PANEL (EMS PULSE/CT'S WILL SHIP WITH THE PREFABRICATED WALL UNIT MDP FOR ON-SITE INSTALLATION. FINAL ELECTRICAL CONNECTIONS BY E.C.)4. RELAYS AND CONTACTORS REQUIRED FOR CONTROL FROM EMS PANEL (SEE ELECTRICAL DRAWINGS)ROOFTOP UNIT SCHEDULESYMBOL MANUF.MODELAIRFLOW(CFM)O.A.FLOW(CFM)AMB.O.A.T.(°F)EXT. SP.(IN W.C.)DX COOLING COILGAS HEATELECTRICALAPPROX.WEIGHT(LBS)NOTESEAT (°FDB / WB)TOTAL LOAD(TONS)SENSIBLELOAD (MBH)INPUT(MBH)OUTPUT(MBH/HR)STAGESAFUE %VOLTS / ɸ/ HZ.MCAMOCPSEER /EERNOTES:1. PROVIDE WITH 100% INTEGRATED ECONOMIZER WITH BAROMETRIC RELIEF.2. PIPE CONDENSATE TO DISCHARGE ON SPLASH BLOCK.3. PROVIDE INTEGRAL DISCONNECT AND UNPOWERED GFCI OUTLET.4. UNIT SHALL BE SUPPLIED WITH DEMAND CONTROL VENTILATION. CO2 SENSOR SHALL BE INSTALLED IN LOCATION AS SHOWN ON THE PLANS AND SHALL BE CONTROLLED THRU THE ENERGY MANAGEMENT SYSTEM. UPON DETECTION OF CO2 CONCENTRATION OF 1000 PPM OR HIGHER THE ECONOMIZER SHALL MODULATE OPEN. THE ECONOMIZER SHALL MODULATE TO MINIMUM POSITION WHEN CO2 CONCENTRATION DROPS BELOW 1000 PPM.5. SMOKE DETECTORS ARE PRE-INSTALLED BY MANUFACTURER IN UNITS. 6. EXISTING RTU TO REMAIN. DCV O.A.(CFM)RTU-2950.5 80 / 6780RTU-3950.5 80 / 6780RTU-4950.5 80 / 6780DCG048RTU-5DAIKIN950.5 80 / 6780RTU-6950.5 80 / 67801, 2, 3, 5208 / 3 / 60208 / 3 / 60208 / 3 / 60208 / 3 / 60208 / 3 / 6022222RTU-7RTU-8DAIKINDCG072RTU-9DAIKINRTU-10DAIKIN1,600435.028013.0 / 11.311592900208 / 3 / 6023522 3030 4530 45208 / 3 / 60208 / 3 / 60208 / 3 / 60208 / 3 / 602,4002,400950.5 80 / 67950.5 80 / 67950.5 80 / 67950.5 80 / 676680280280280241.4501,6001,6001,6001,6001,6003,400CARRIER11088CARRIER48FCEA0548FCEA05590 2304447.01108847.0BRYANT 58JP0547.5 115934300300275NACARRIER 48FCEA05CARRIER 48FCEA05448.5110881108847.047.051.051.0138 110.4138 110.4DCG072DCG10269.0 210 168-- / 11.3-- / 11.0-- / 11.0105010501, 2, 3, 4, 51, 2, 3, 4, 51, 2, 3, 4, 5150026 30303030302624262666666-- / ---- / ---- / ---- / ---- / ------------590590590590585650650230230230230JOB NO.:SUITE 5550479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37204P. 615.244.8170F. 615.244.8141www.mjmarch.com45 Hinesburg Rd,South Burlington, VT 05403MJM #21398M201MECHANICALSCHEDULESBGR27707PERMITISSUE04/22/20227. ANY SUBSTITUTIONS FOR SUPPLY, RETURN, AND EXHAUST AIR DEVICES LISTED ABOVE MUST BE REVIEWED WITH AND APPROVED BYTENANT.6. EQUIVALENT REGISTERS, GRILLES AND DIFFUSERS BY KRUEGER, ANEMOSTAT, OR NAILOR INDUSTRIES ARE ACCEPTABLE.5. UNLESS OTHERWISE INDICATED, DUCT RUNOUTS TO AIR DEVICES SHALL BE FULL SIZE OF NECK, MAXIMUM LENGTH OF FLEXIBLE DUCT IS5'-0". FLEXIBLE DUCT SHALL NOT BE INSTALLED ABOVE INACCESSIBLE CEILINGS.4. EACH AIR DEVICES SHALL BE EQUIPPED FOR LAY-IN, FLUSH CEILINGS OR SIDEWALL MOUNTING AS REQUIRED.3. UNLESS OTHERWISE INDICATED, ALL AIR DEVICES SHALL BE OF ALUMINUM CONSTRUCTION, WHITE FINISH.2. COORDINATE LOCATION AND DIFFUSER TYPE OF ALL AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS.1. UNLESS OTHERWISE INDICATED, NC LEVEL AT INSTALLED CONDITIONS FOR ALL AIR DEVICES SHALL NOT EXCEED 30.NOTES:G-5 TRANSFER GRILLETITUS MODEL 33RL, SURFACE MOUNTED, 12"x12", 1/2" BLADE SPACING.G-4 RETURN GRILLETITUS MODEL 50F, LAY-IN / SURFACE MOUNTED, 24"x24", EGGCRATE, 1/2"x1/2" GRID.G-3 TRANSFER GRILLETITUS MODEL 50F, SURFACE MOUNTED, 12"x24", EGGCRATE, 1/2"x1/2" GRID.G-2 RETURN GRILLETITUS MODEL 50F, LAY-IN / SURFACE MOUNTED, 12"x24", EGGCRATE, 1/2"x1/2" GRID.G-1 RETURN / EXHAUST GRILLE TITUS MODEL 50F, LAY-IN / SURFACE MOUNTED, 12"x12", EGGCRATE, 1/2"x1/2" GRID.CD-3 DUCT MOUNTED DIFFUSERTITUS MODEL S300FS, SPIRAL DUCT MOUNTED, ADJUSTABLE PATTERN DIFFUSER,12"x6" NECK SIZE, DOUBLE DEFLECTION, ALUMINUM, WHITE FINISH WITH OPPOSEDBLADE DAMPER.CD-2 CEILING DIFFUSERTITUS MODEL TMSA-AA, 12"x12" MODULE, LAY-IN / SURFACE MOUNTED, ALUMINUM,WHITE FINISH WITH OPPOSED BLADE DAMPER IN NON-ACCESSIBLE LOCATIONS.CD-1 CEILING DIFFUSERTITUS MODEL TMSA-AA, 24"x24" MODULE, LAY-IN / SURFACE MOUNTED, ALUMINUM,WHITE FINISH WITH OPPOSED BLADE DAMPER IN NON-ACCESSIBLE LOCATIONS.DESIGNATIONDESCRIPTIONSUPPLY, RETURN & EXHAUST AIR DEVICE SCHEDULE3. SET TEMP. TO 75°F.2. CONTROLS SHALL ALLOW OPERATION FROM REMOTETEMPERATURE SENSOR BY EMS.1. FURNISH WITH RECESSED ENCLOSURE, 24 VOLT RELAY ANDUNIT MOUNTED DISCONNECT SWITCH.NOTES:MANUFACTURER /MODEL NO.QMARK / CDF558VOLTAGE / PHASE /HZ208/ 1 / 60 (ELEMENT AND MOTOR)KW 5SERVES VESTIBULEDESIGNATION CH-1CABINET HEATER SCHEDULE2. PROVIDE ALL RELAYS AND TRANSFORMERS FOR A COMPLETELYOPERATIONAL SYSTEM.1. FURNISH WITH SINGLE STAGE GAS CONTROL, INTERMITTENTPILOT, ALUMINIZED STEEL HEAT EXCHANGER, VERTICAL LOUVERS,FLUE VENT FAN, UNIVERSAL GUARD FOR ROOM THERMOSTAT, ANDSINGLE STAGE ROOM THERMOSTAT WITH SUMMER / WINTERSWITCH.NOTES:MANUFACTURER /MODEL NO.MODINE / MODEL HBDVOLTAGE / PHASE / HZ 115/ 1 / 60OUTPUT (MBH) 80INPUT (MBH) 100TYPE CENTRIFUGAL FANSERVES STOCKROOMDESIGNATION UH-1GAS-FIRED UNIT HEATERSCHEDULE5. PROVIDE WITH FAN SPEED CONTROLLER.4. CONTROL SHALL BE THROUGH EMS. FANS SHALL TURN ON DURING OCCUPIED HOURS AND OFF DURING UNOCCUPIED HOURS.3. PROVIDE WITH BACKDRAFT DAMPER.2. PROVIDE INSULATED ROOF CURB FOR MOUNTING.1. PROVIDE INTERGRAL DISCONNECT SWITCH.NOTES:EF-1 LOREN COOK 90C10DHROOFCENTRIFUGAL -DOWNBLAST200 0.25 1050 4.7 1/25 115/1/60 30 1-5AIRFLOWCFMEXTSTATIC (INW.C.)FAN SPEED(RPM)SONES MOTOR HP VOLTUNIT TAG MANUF. MODEL TYPEPERFORMANCE ELECTRICALWEIGHT (LBS) NOTESEXHAUST FAN SCHEDULEREV DATE1 Addendum 14/20/22TOTAL5093 5110 200BOPIS CLOSETOCCUPIABLESTORAGEROOMSFOR DRYMATERIALS73 0.06 5 2 1 0.8 12 0 15 0 RTU-2,3,4,5,6,7,8,9SPRINKLER/JAN OTHER 70 0 0 0 0 0.8 0 1.0 0 50 EF-1MGR OFFICE OFFICE SPACE 75 0.06 5 5 1 0.8 12 0 15 0 RTU-10GEN OFFICE OFFICE SPACE 138 0.06 5 5 1 0.8 16.6 0 20 0 RTU-10BREAKROOMBREAK ROOM(OFFICE)332 0.12 5 50 10 0.8 112 0 115 0 RTU-10CORRIDOR CORRIDORS 137 0.06 0 0 0 0.8 18.5 0 20 0 RTU-10WOMENTOILETS -PUBLIC66 0 0 0 0 0.8 050/70 PERFIXTURE0 75 EF-1MENTOILETS -PUBLIC66 0 0 0 0 0.8 050/70 PERFIXTURE0 75 EF-1RECEIVING/STOCKOCCUPIABLESTORAGEROOMSFOR DRYMATERIALS1032 0.06 5 2 4 0.8 102 0 105 0 RTU-10SALES SALES 16476 0.12 7.5 15 250 0.8 4820 0 4820 0 RTU-2,3,4,5,6,7,8,9VESTIBULE OTHER 237 0 0 0 0 0.8 0 0 0 0 RTU-2,3,4,5,6,7,8,9ROOM NAMEOCCUPANCYCATEGORYZONE AREAAz (FT2)OUTDOORAIRCFM PERSF (Ra)OUTDOOR AIRCFM PERPERSON (Rp)OCCUPANTDENSITY(#/1000FT2)ZONEPOPULATION(Pz)ZONE AIREFFECTIVENESS(Ez)REQUIREDOUTDOORAIRFLOWVbz (CFM)EXHAUSTRATE(CFM/FT2)ACTUAL PROVIDEDOUTDOORAIRFLOW (CFM)ACTUAL PROVIDEDEXHAUST AIRFLOW(CFM)MECHANICALUNITVENTILATION SCHEDULE11 1/2" DIA. STEEL SECURITY RODSRIGIDLY WELDED TO FRAMING 6"O.C. MAX. SPACING EACHDIRECTION, TYP.25 GA GALVANIZED SHEET METAL SHADE, REF.SPEC 05500. CUT TO FIT ENTIRE WIDTH OF CURBOPENING WITH 1" SPACE ON ALL SIDES. PAINTBOTTOM FACE TO MATCH STRUCTURE PRIOR TOINSTALLATION. LAY LOOSE ON SECURITY BARS20 GA. GALV. METAL CAPW/WELDED CORNERS OVER15# FELT ON 3/4" EXTERIORPLYWOOD6" FACED BATT INSULATIONON SECURITY RODSTREATED 1X SHIMSLOPENEOPRENE GASKETEDFASTENERS @ 12" OCEXISTING ROOFINGSYSTEMEXISTING ROOF CURBTO REMAINCONTINUOUS SEALANTUSE AT OPENINGS <16" INANY ONE DIRECTION1"1"VERIFY16" MAX.5"GENERAL NOTESA. REFER TO SPECIFICATION SECTION 152500 'MECHANICAL INSULATION' FOR DETAIL ON INSULATION REQUIREMENTS FOR DUCTWORK. B. SEAL ALL PENETRATIONS WEATHER-TIGHT.NOTES TO THE DESIGNERTHIS DETAIL APPLIES WHEN DUCTEDDISTRIBUTION OCCURS WITH OPEN DECKSALES AREA PROJECTS.SUPPLY DIFFUSER SCHEMATIC DETAIL (CEILING MOUNTED ONLY)SUPPLY DIFFUSER SCHEMATIC DETAIL0201SCALE: N.T.S.SCALE: N.T.S.04SCALE: N.T.S.EXHAUST FAN DETAILUNIT HEATER EXH. VENT THROUGH ROOF DETAILSUPPLY DROP BOX AT ROOFTOP A/C UNIT - CONCENTRIC (SALES)CONCENTRIC SUPPLY DROP BOX DETAIL (OPEN DECK/SALES AREA)ROOFTOP A/C UNIT DETAIL - DUCTED (ABOVE BACK OF HOUSE)030807SCALE: N.T.S.SCALE: N.T.S.SUPPLY DIFFUSER SCHEMATIC DETAIL (OPEN DECK/SALES AREA) 05SCALE: N.T.S.06SCALE: N.T.S.GGBALANCING HANDLE. LOCK INTOPOSITION AND MARK PERMANENTLY.INSULATED SUPPLY DUCTBALANCING DAMPERRIGID ROUND SHEET METAL DUCTWRAPPED INSULATION COVERING RIGID ROUND DUCT(REFER TO NOTE 4)SUPPLY DIFFUSER WITH LAY-IN FRAME.(SURFACE MOUNT FRAME SIMILAR).SQUARE TO ROUND ADAPTOR(IF REQUIRED)INSULATED FLEXIBLE DUCT -5 FOOT MAXIMUM1" X 20 GAUGE GALVANIZEDSUPPORT STRAPFLEXIBLE DUCT CONNECTION(REFER TO GENERAL NOTE 1)DIFFUSER STARTER COLLAR(REFER TO NOTE 3)PROTECTION SADDLECEILINGREFER TO GENERAL NOTE 1NOTES:1.PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR "PANDUIT" DRAWBAND ON THE INTERIOR FLEXIBLE DUCTHELIX. SECURE THE INSULATION OVER THE DRAWBAND WITH AN ADDITIONAL DRAWBAND.2.PROVIDE BEADING ON ROUND METAL DUCT 12" OR LARGER IN DIAMETER.3.PROVIDE MINIMUM 4" COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUCT TO ROUND DUCT, DAMPERS ANDDIFFUSERS.4.BAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATION OVERLAP.SUPPLY DUCTBALANCING DAMPERSUPPLY GRILLE, ALUMINUMCONSTRUCTION WITH DOUBLEDEFLECTION BLADESMOUNTED TO DUCTWORK.NOTES:A.PROVIDE BEADING ON ROUND METAL DUCT 12" OR LARGER IN DIAMETER.3 0 .0 0 °COUNTER BALANCEDBACKDRAFT (UNLESS NOTEDOTHERWISE). DAMPERSECURE TO DUCT FROMABOVE TO ALLOW SERVICEOR REMOVAL OF DAMPERFROM ROOF.EXHAUST DUCT UPTHROUGH ROOF.REFER TO PLANS FOR SIZE AND LOCATION.SECURE CURB TOROOF WITH SCREWS,PINS OR BOLTSFASTEN ANGLE IRONSECURELY TO DUCTAND ROOF STRUCTUREEXTEND DUCTWORKOVER TOP OF CURB.SECURE DUCTWORKTO CURB NAILERROOF DECKROOF INSULATIONFLASH AND COUNTER FLASHROOF CURBPREFABRICATED INSULATEDCURB WITH TREATED WOODNAILER.SECURE EXHAUST FAN TOROOF CURB PERMANUFACTURER'SSPECIFICATIONS.EXHAUSTFAN WITHBIRDSCREENBRIEDERT VENTCAP. MAINTAIN AMIN. OF 10' CLEARFROM ALL OUTSIDEAIR INTAKESROOF CONEAND FLASHINGSTORM COLLARDRAW BANDWITH SEALANTNOTES:A.ROUTE DUCT TO AVOID ROOF JOISTSB.NO GOOSENECKS WILL BE PERMITTED.4"∅EXHAUST VENT.REFER TO PLANS FORCONTINUATION.7226101HEAVY GAUGE GALVANIZEDSTEEL, WITH 1" - 1 1/2 LB.U-L LISTED DUCT LINERADIMENSIONAL DATABC D26/382,000(4) 18"x6"20"20"11.5"26"32" 11.5" 26" 26" (4) 24"x6" 3,000 32/4435" 15" 27" 27"(4) 25"x10" 4,000 30/5540" 15" 32" 32" (4) 30"x10" 6,000 45/6040" 17" 32" 32" (4) 30"x12"8,000+ 48/65AABCDSUPPLY DROP BOXDETAIL KEY NOTES:1.SET SLOPED ROOF CURB ON STRUCTURAL STEEL - VERIFY LEVEL. SECURE ROOF CURB TO METALDECK AND ROOF TOP UNIT TO ROOF CURB.2.TRANSITION TO CONNECTION SIZES IN DUCT RISE, REFER TO PLANS FOR SIZES.3.1" ACOUSTIC LINER IN ENTIRE RETURN DUCTWORK SYSTEM. DUCT SIZES INDICATED ON PLAN AREFREE AREA DIMENSIONS. PRIME AND PAINT DUCTWORK TO MATCH DECK. REFER TO SPEC SECTION099100 FOR PAINT.4.REFER TO STRUCTURAL DRAWINGS FOR JOIST LOCATIONS, SIZES, AND DIRECTION.5.INSULATED ROOF CURB.6.PVC CONDENSATE DRAIN WITH CLEAN OUT AND 4" DEEP SEAL TRAP. DISCHARGE TO SPLASH PADON ROOF.7.GAS CONNECTION WITH GAS COCK, UNION AND DIRT LEG. REFER TO PLAN FOR GAS PIPE SIZES.8.FLEXIBLE CONNECTION - TYPICAL.9.SEE DETAIL 05/M301 FOR SUPPLY DROP BOX INFORMATION.10. RETURN OPENING ON TOP OF RETURN AIR DUCT WITH 1/2" EXPANDED MESH SCREEN OVEROPENING, SEE PLAN SHEET FOR SIZING. ADJUST RETURN DUCT SIZE (MAINTAIN EQUIVALENT AREA)AS REQUIRED TO FIT IN JOIST SPACE. RETURN AIR DUCT SHALL BE INSTALLED A MINIMUM OF 18"BELOW ROOF DECKING TO ALLOW FOR AIR FLOW. IN NO CASE SHALL RETURN AIR DUCT BLOCKAIRFLOW FROM SUPPLY AIR REGISTERS. IF IT IS NOT POSSIBLE TO INSTALL RETURN DUCTBETWEEN JOISTS, THEN INSTALL BELOW JOISTS.CONTRACTOR TO TEMPORARILY INSTALL MERV-8 FILTER ON RETURN AIR INLET DURING CONSTRUCTIONPERIOD. FILTER SHALL BE CHANGED WEEKLY DURING CONSTRUCTION PERIOD AND DAILY DURINGFLOOR POLISHING.NOTE:A.HEAVY GAUGE STEEL CONSTRUCTION.B.INSULATED WITH 1", 1.5 LB. DENSITY INSULATION.C. ALUMINUM DOUBLE DEFLECTION SUPPLY GRILLES.D. PAINTED TO MATCH ROOF DECK.E.SUPPLY DROP BOX MUST BE FIELD SUPPORTED.F.AFTER THE LIGHTING IS INSTALLED, THE HVAC CONTRACTOR SHALL ADJUST THE HORIZONTAL AND/ORVERTICAL DEFLECTION OF THE AIR FLOW PATTERN FROM THE SUPPLY AIR DIFFUSERS AS REQUIREDTO AVOID LIGHT FIXTURE MOVEMENT AS A RESULT OF SUPPLY AIR FLOW WHEN FINAL ADJUSTMENTSARE COMPLETE, NO LIGHT FIXTURE SHALL EXPERIENCE MOVEMENT CAUSED BY THE AIRFLOWPATTERN FROM THE SUPPLY DIFFUSERS. IF AIR FLOW ADJUSTMENT DOES NOT ELIMINATE LIGHTFIXTURE MOVEMENT, COORDINATE WITH THE ELECTRICAL CONTRACTOR TO INSTALL BRACKETS ANDANTI-SWAY CABLES FOR THE AFFECTED LIGHT FIXTURE(S) TO ELIMINATE LIGHT FIXTURE MOVEMENT.824"MAX.18"MIN.758224619DETAIL KEY NOTES:1.SET SLOPED ROOF CURB ON STRUCTURAL STEEL - VERIFY LEVEL. SECURE ROOF CURB TO METALDECK AND ROOF TOP UNIT TO ROOF CURB.2.TRANSITION TO CONNECTION SIZES IN DUCT RISE, REFER TO PLANS FOR SIZES.3.1" ACOUSTIC LINER IN ENTIRE RETURN DUCTWORK SYSTEM. DUCT SIZES INDICATED ON PLAN AREFREE AREA DIMENSIONS. PRIME AND PAINT DUCTWORK TO MATCH DECK. REFER TO SPEC SECTION099100 FOR PAINT.4.REFER TO STRUCTURAL/ARCHITECTURAL DRAWINGS FOR JOIST LOCATIONS, SIZES, ANDDIRECTION.5.INSULATED ROOF CURB (CUSTOM CURB TO MATCH ROOF SLOPE).6.PVC CONDENSATE DRAIN WITH CLEAN OUT AND 4" DEEP SEAL TRAP. DISCHARGE TO SPLASH PADON ROOF,7.GAS CONNECTION WITH GAS COCK, UNION AND DIRT LEG. REFER TO PLAN FOR GAS PIPE SIZES.8.FLEXIBLE CONNECTION - TYPICAL.9.REFER TO DRAWINGS FOR SIZING. BOTTOM OF PLENUM SHALL BE ABOVE LIGHTS. PRIME AND PAINTDUCTWORK TO MATCH CEILING. REFER TO SPEC SECTION 099100 FOR PAINT. REFER TO SPECSECTION 152500 FOR INSULATION.10. RETURN OPENING ON TOP OF RETURN AIR DUCT WITH 1/2" EXPANDED MESH SCREEN OVEROPENING, SEE PLAN SHEET FOR SIZING. ADJUST RETURN DUCT SIZE (MAINTAIN EQUIVALENT AREA)AS REQUIRED TO FIT IN JOIST SPACE. RETURN AIR DUCT SHALL BE INSTALLED A MINIMUM OF 18"BELOW ROOF DECKING TO ALLOW FOR AIR FLOW. IN NO CASE SHALL RETURN AIR DUCT BLOCKAIRFLOW FROM SUPPLY AIR REGISTERS. IF IT IS NOT POSSIBLE TO INSTALL RETURN DUCTBETWEEN JOISTS, THEN INSTALL BELOW JOISTS.CONTRACTOR SHALL TEMPORARILY INSTALL MERV-8 FILTER ON RETURN AIR INLET DURINGCONSTRUCTION PERIOD. FILTER SHALL BE CHANGED WEEKLY DURING CONSTRUCTION PERIOD ANDDAILY DURING FLOOR POLISHING.103818"MIN.24"MAX.BALANCING HANDLE.LOCK INTOPOSITION AND MARKPERMANENTLYSUPPLY DUCTBALANCING DAMPERRIGID ROUND SHEET METAL DUCTDUCT MOUNTEDSUPPLY DIFFUSER.1" X 20 GAUGE GALVANIZEDSUPPORT STRAPNOTES:A.PROVIDE BEADING ON ROUND METAL DUCT 12" OR LARGER IN DIAMETER.RIGID ROUND SHEET METALDUCT. SIZE TO MATCHDIFFUSER NECK SIZE.GRILLESIZENOMINAL CFMTHROWMIN./MAX.93485ROOF CURB CAP09SCALE: N.T.S.JOB NO.:SUITE 5550479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37204P. 615.244.8170F. 615.244.8141www.mjmarch.com45 Hinesburg Rd,South Burlington, VT 05403MJM #21398M301MECHANICALDETAILSBGR27707PERMITISSUE04/22/2022REV DATE FIRE PROTECTION GENERAL NOTESA. PROVIDE COVERAGE PER NFPA 13 REQUIREMENTS.B. PROVIDE AND INSTALL DESIGN-BUILD SYSTEM TO MEET CODE REQUIREMENTS. PREPARE HYDRAULIC CALCULATIONS AND DESIGN DRAWINGS. OBTAIN ALL PERMITS, INSPECTIONS AND APPROVALS.C. PROVIDE FIRE STOPPING AT WALL PENETRATIONS, REFER TO ARCHITECTURAL PLANS FOR LOCATIONS.D. PROVIDE AND INSTALL RECESSED SPRINKLER TYPES IN ALL AREAS WITH FINISHED CEILINGS AND UPRIGHT SPRINKLER HEADS FOR AREAS WITHOUT CEILINGS. E. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS, MECHANICAL PLANS, LIGHTING PLANS, ETC. FOR COORDINATION AND PLACEMENT OF SPRINKLER HEADS AND PIPING. LIGHTING WILL HAVE HIGHEST PRIORITY.F. SPRINKLER HEADS THAT ARE LOCATED IN THE ACOUSTICAL PANELS OF THE CEILING GRID SHALL BE IN THE CENTER OF THE PANEL. THE EXACT LOCATION OF THE SPRINKLER HEADS SHALL BE DETERMINED AFTER CEILING GRID IS INSTALLED. DO NOT USE THE CEILING GRID PLANS TO DETERMINE THE LOCATION OF THE SPRINKLER HEADS.G. HYDRANT TEST DATA TO BE DETERMINED BY FIRE PROTECTION CONTRACTOR. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE TO DETERMINE IF A FIRE PUMP WILL BE REQUIRED, AND PROVIDE AND INSTALL AS NECESSARY.H. SEE CIVIL DRAWINGS PROVIDED BY SITE-SPECIFIC ENGINEER, FOR DOMESTIC AND FIRE PROTECTION WATER SERVICE ENTRY LOCATION.I. THE COMPLETE INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL STATE, LOCAL AND NATIONAL CODES, ALL APPLICABLE SECTIONS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, AND DIVISION 13 SPECIAL CONSTRUCTION. NOTE: THE MOST STRINGENT SPECIFICATION REQUIREMENTS APPLYJ. ALL ELECTRICAL CIRCUITS REQUIRED FOR EACH FIRE DETECTION SYSTEM, WATER FLOW ALARM AND VALVE SUPERVISION WIRING SHALL BE CHECKED BY THE FIRE PROTECTION CONTRACTOR TO ENSURE PROPER OPERATION. SPRINKLER SUPERVISORY DEVICES WILL BE COMPATIBLE WITH THE ALARM EQUIPMENT PANEL. COORDINATE WITH FIRE ALARM CONTRACTOR.K. SEE FIRE PROTECTION SPECIFICATIONS ON SHEET SP106 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.FOR REHAB PROJECTS WITH EXISTING FIRE SPRINKLER SYSTEMS:1. A LICENSED FIRE SPRINKLER CONTRACTOR IS REQUIRED TO PREPARE SPRINKLER PLANS AND HYDRAULIC CALCULATIONS TO SUBMIT FOR PERMIT. CONTRACTOR IS RESPONSIBLE TO PAY FOR ALL FEES AND INSPECTIONS.A. CONTACT A&E FOR ACAD REFLECTIVE CEILING PLANS.2. FIRE PROTECTION SERVICE SHALL ONLY BE LEFT UNATTENDED WHEN IN SERVICE.3. A FIRE HYDRANT SHALL BE LOCATED WITHIN 100' OF THE SPRINKLER RISER'S EXTERIOR FIRE DEPARTMENT CONNECTION. (PER NFPA 14 GUIDELINE, OR CLOSER IF REQUIRED BY LOCAL ORDINANCE)4. GENERAL CONTRACTOR SHALL VERIFY INCOMING FIRE WATER SERVICE, BACK FLOW PREVENTERS AND CONTROL VALVES ARE IN GOOD WORKING ORDER. LANDLORD/BUILDING OWNER SHALL BE REQUIRED TO REPAIR FIRE WATER SERVICE VALVES AND EQUIPMENT AS NECESSARY FOR A COMPLETE WORKING SYSTEM.5. IN STRIP CENTERS AND MALLS THAT HAVE AN EXISTING COMMON RISER THAT SERVICES ONE OR MORE TENANTS, IT IS TENANTS PREFERENCE THAT A NEW, SEPARATE RISER BE PROVIDED TO SERVICE ONLY THE JOANN TENANT SPACE. THIS NEW RISER CAN BE INSTALLED WITHIN THE JOANN TENANT SPACE, OR IN A SEPARATE REMOTE RISER ROOM WITH EXTERIOR ACCESS. RISERS LOCATED IN A COMMON AREA, SHALL EXCLUDED FROM TENANTS GROSS LEASABLE AREA, AND BE THE RESPONSIBILITY OF THE LANDLORD/BUILDING OWNER FOR MAINTENANCE AND LIABILITY PURPOSES. THE NEW RISER WILL BE TIED INTO THE EXISTING FIRE WATER SERVICE FOR THE BUILDING AND PROVIDE WATER TO THE MODIFIED SPRINKLER SYSTEM SERVING JUST THE JOANN TENANT SPACE. 6. IF SPACE IS NOT AVAILABLE FOR A NEW RISER INSTALLATION, THE LANDLORD/BUILDING OWNER SHALL PROVIDE A NEW PIPING CONNECTION TO THE EXISTING SPRINKLER MAIN ALONG WITH A SUPERVISED SHUT-OFF VALVE AND FLOW SWITCH. THE NEW PIPING CONNECTION SHALL BE SIZED TO PROVIDE COVERAGE FOR ONLY THE JO-ANN TENANT SPACE AND CONNECT INTO THE MODIFIED SPRINKLER SYSTEM. THE NEW PIPING CONNECTION TO THE EXISTING SPRINKLER MAIN SHALL BE LOCATED AFTER THE FIRE DEPARTMENT CONNECTION TO THE EXISTING MAIN.7. THE TENANT SHALL BE ALERTED WHEN A SPRINKLER RISER FLOW OR TAMPER SWITCH IS ACTIVATED IN THE EXISTING SYSTEM.8. LANDLORD/BUILDING OWNER SHALL MODIFY SPRINKLER SYSTEM, THROUGH OUT THE SPACE, TO PROVIDE COVERAGE OF THE NEW LAYOUT SPACES. VERIFY REQUIREMENTS WITH LOCAL JURISDICTION. EXISTING FIRE SPRINKLER SYSTEM NOTESPLUMBING FIXTURE SCHEDULESYMBOLMFR.MODEL NO.DESCRIPTIONCONNECTIONSCW HWWASTEVENTWC-2KOHLER K-3493HANDICAPPED ACCESSIBLE WATER CLOSET (16-1/2" HEIGHT):HIGHLINE ELONGATED FLOOR MOUNTED, VITREOUS CHINA TOILET, PRESSURE ASSISTED, PROVIDE WITH FLUSH VALVE ON SIDE OPPOSITE OF WALL (LEFT HAND IF SAME DISTANCE ON BOTH SIDES), TANK COVER LOCKS AND WHITE PLASTIC OPEN-FRONT COMMERCIAL GRADE SEAT.1/2"--4" 2"LAV-1AMERICANSTANDARD0355.012HANDICAPPED ACCESSIBLE LAVATORY:LUCERNE WALL-HUNG VITREOUS CHINA LAVATORY (COLOR: WHITE), 20""x18"", WITH FRONTOVERFLOW AND J.R. SMITH MODEL 0700 CONCEALED ARE HANGER (DRILLED FOR CONCEALEDCARRIER ARMS). AMERICAN STANDARD FAUCET MODEL #5502.175 MANUAL FAUCET WITH4" WRIST BLADE HANDLES, AMERICAN STANDARD MODEL 7723.018 OFFSET DRAIN, PROTECTIVETRAP AND SUPPLY SHIELD GUARDS (COLOR: WHITE). MOUNT LAVATORY RIM AT HANDICAP HEIGHT.1/2" 1/2"1-1/2" 1-1/2"S-1 ELKAYLRAD-1517HANDICAPPED ACCESSIBLE SINK:"LUSTERSTONE" LR SERIES 15"x17" (LxW OVERALL), 18 GA. TYPE 302 STAINLESS STEEL SINK, 3 HOLEPUNCHED WITH 3" DRAIN OPENING, COMPLETE WITH LK-1000 SINGLE LEVER FAUCET WITH SWINGSPOUT, 1.5 GPM RESTRICTOR AND DECK MOUNTED ESCUTCHEON. CHROME FINISH.1/2" 1/2"1-1/2" 1-1/2"SS-1FIATMSB-2424SERVICE SINK:24"x24" MOLDED STONE MOP BASIN WITH 10" HIGH CURB. PROVIDE UNIT COMPLETE WITH #830-AASERVICE SINK FAUCET WITH VACUUM BREAKER (ROUGH CHROME PLATED FINISH), #832-AA HOSE AND HOSE BRACKET, #E-77-AA VINYL BUMPER GUARDS, AND #889-CC STAINLESS STEEL MOP HANGER.3/4" 3/4"3" 1-1/2"EWC-1HALSEYTAYLORHTHB-HAC8BLPV-NFHANDICAPPED ACCESSIBLE WATER COOLER:DUAL LEVEL SURFACE MOUNTED ELECTRIC WATER COOLER WITH BOTTLE FILLER, 8 GPH AT 50 °F TEMP., 120/1/60, 4.8 F.L.A., 400 WATTS AND LIMITED 5 YEAR WARRANTY. ENTIRE INSTALLATION SHALL COMPLY WITH ALL CURRENT ADA REQUIREMENTS.1/2" --1-1/2" 1-1/2"FD-1J.R. SMITH2010AFLOOR DRAIN:DUCO CAST IRON BODY AND FLASHING COLLAR WITH NICKEL BRONZE ADJUSTABLE STRAINER HEADFLOOR DRAIN. PROVIDE WITH J.R. SMITH #2600 TRAP PRIMER WHERE SHOWN ON THE DRAWINGS.-- --SEE DWGS--FCO J.R. SMITH4040FLOOR CLEANOUT:DUCO CAST IRON CLEANOUT WITH SQUARE ADJUSTABLE SCORIATED SECURE NICKEL BRONZE TOP AND CAST IRON CLOSURE PLUG.-- --SEEDWGS--WCO J.R. SMITH 4422WALL CLEANOUT:DUCO CAST IRON SPIGOT FERRULE WITH CAST BRONZE TAPERED THREADED PLUG AND STAINLESS STEEL ROUND COVER WITH SCREW FOR FINISHED WALLS.-- --SEEDWGS --EWH-1 A.O. SMITHDEL-15SELECTRIC WATER HEATER:15 GALLON ENERGY-EFFICIENT ELECTRIC WATER HEATER, 1500 WATT ELEMENT, 120/1/60, PROVIDE WITH WATTS NO. 100XL 3/4" T&P RELIEF VALVE, AND EXPANSION TANK. (SEE 02/P201)3/4" 3/4"-- --RP-1TACO 006-SFRE-CIRCULATION PUMP:CARTRIDGE STYLE, IN-LINE SINGLE STAGE CIRCULATOR PUMP, 120/1/60,STAINLESS STEEL CONSTRUCTION, 2 GPM AT 7.5 FT HEAD.-- 1/2"-- --NOTES:A. THE ENTIRE INSTALLATION SHALL CONFORM WITH ALL STATE AND LOCAL CODES.B. PROVIDE INDIVIDUAL VALVES AT CONNECTIONS TO ALL PLUMBING FIXTURES.C. SEE ARCHITECTURAL FLOOR PLAN OR PLUMBING PLAN FOR THE LOCATION OF ALL PLUMBING FIXTURES. ALL PIPING THROUGH WALLS AND FLOORS SHALL BE SLEEVED.D. S-1 SHALL BE INSTALLED IN MILLWORK CABINETRY PROVIDED BY OTHERS. CABINETRY SHALL BE RECEIVED AND INSTALLED BY THE GENERAL CONTRACTOR.E. THE SLOAN FLUSH VALVE REQUIRES A WATER PRESSURE OF 25 PSI AT THE FIXTURE. CONFIRM PRESSURE ON SITE PRIOR TO ORDER AND INSTALLATION. INSTALL FLUSH CONTROL ON APPROACH SIDE OF FIXTURE.F. ALL PLUMBING FIXTURES SHALL RECEIVE SILICONE CAULK AROUNG PERIMETER, REFER TO SPEC SECTION 154400.G. PROVIDE ASSE 1070 MIXING VALVE ON EACH LAV-1 AND S-1. SET @ 110°F.SYMBOL LEGENDALL SYMBOLS ON THIS LIST ARE NOT NECESSARILY USED ON THIS PROJECT.(E)EXISTINGPOINT-OF-CONNECTIONHOSE BIBB OR WALL HYDRANTWALL CLEANOUTSTMRDCDSTORM ROOF DRAINCONDENSATE DRAIN PIPINGSANITARY WASTE PIPINGSTORM WATER PIPINGSANITARY VENT PIPINGPIPE DROP (END OF MAIN)FLOOR DRAINPIPE CAPPEDROOF OR OVERFLOW DRAINPIPE DROP (MAIN CONTINUES)PIPE PLUGGEDCHECK VALVEMMETERSTRAINERUNIONPRESSURE REDUCING VALVEBALL VALVEGATE VALVEBFP BACKFLOW PREVENTERGAS VALVESTORM OVERFLOW DRAINODFLOOR CLEANOUTCLEANOUT (FLOOR OR WALL)FCO/WCOGAS PIPINGDOMESTIC HOT WATER (DHW)DOMESTIC COLD WATER (DCW)PIPE RISE OR COMBINATION RISE/DROPALL SYMBOLS MAY NOT BE USED ON EVERYPROJECT AND ARE NOT DRAWN TO SCALE.BALANCING VALVERE-CIRCULATION PUMPJOB NO.:SUITE 5550479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37204P. 615.244.8170F. 615.244.8141www.mjmarch.com45 Hinesburg Rd,South Burlington, VT 05403MJM #21398P100GENERAL FIREPROTECTIONSTANDARDSBGR27707PERMITISSUE04/22/2022REV DATE1 Addendum 14/20/221 GENERAL NOTESA. DO NOT SCALE DRAWINGS.B. DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE PIPING, CONNECTIONS, FITTINGS, VALVES, OFFSETS, ETC. AND ALL MATERIALS NECESSARY FOR A COMPLETE SYSTEM. FORWARD EQUIPMENT SUBMITTALS TO ENGINEER FOR REVIEW AND APPROVAL.C. COORDINATE WORK WITH OTHER TRADES, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE TENANT AND LANDLORD, AND THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. PROVIDE PIPE RISES, DROPS, AND OFFSETS, AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. NOTIFY ENGINEER OF ANY DISCREPANCIES BEFORE STARTING WORK.D. CONTRACTORS AND SUB-CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET.E. WHERE THERE MAY BE A CONFLICT IN THE SPECIFICATIONS AND/OR DRAWINGS, THEN THE MORE EXPENSIVE LABOR, MATERIALS AND EQUIPMENT SHALL BE ASSUMED TO BE REQUIRED AND SHALL BE PROVIDED BY THE CONTRACTOR TO THE SATISFACTION OF THE TENANT. F. WHEN WORK, NOT SPECIFICALLY CALLED OUT, IS REQUIRED TO COMPLETE THE PROJECT, IT SHALL BE PROVIDED BY THE CONTRACTOR WITH THE BEST MATERIALS AND WORKMANSHIP. G. SUSPEND ALL HORIZONTAL SERVICE PIPING SHOWN ON THIS PROJECT SUCH AS, BUT NOT LIMITED TO, WATER, SANITARY WASTE/VENT, NATURAL GAS, ETC., FROM UNDERSIDE OF ROOF JOISTS AND/OR FLOOR STRUCTURE, UNLESS OTHERWISE NOTED OR INDICATED. HOLD SUCH PIPING AS HIGH AS POSSIBLE. EXTEND PIPING DOWN IN WALLS, PARTITIONS, CHASES, ETC., TO SERVE FIXTURES AND EQUIPMENT AS SHOWN ON PLANS. H. VERIFY SERVICE CONNECTION POINTS, SIZES, ELEVATIONS, AND METERING LOCATIONS FOR PROJECT WITH LOCAL UTILITIES CO. AND/OR CIVIL ENGINEER. SERVICES TO INCLUDE BUT NOT LIMITED TO DOMESTIC WATER, SANITARY SEWER, AND NATURAL GAS.I. PLUMBING CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. IF PRESSURE AT BUILDING ENTRY PRIOR TO ALL LOCALLY REQUIRED DEVICES SUCH AS WATER METER, BACKFLOW PREVENTION DEVICES, ETC., IS LESS THAN 55 PSIG STATIC, CONTACT ENGINEER. IF PRESSURE IS IN EXCESS OF 80 PSIG STATIC, INSTALLATION OF PRESSURE REDUCING VALVE IS REQUIRED. J. PLUMBING CONTRACTOR SHALL PROVIDE BACKFLOW PREVENTER. PLUMBING CONTRACTOR SHALL COORDINATE LOCATION OF DEVICE WITH TENANT'S ARCHITECT AND SHALL USE DEVICES OF APPROVED TYPE AND MANUFACTURER (ATMOSPHERIC VACUUM, PRESSURE VACUUM, DOUBLE CHECK, AND REDUCED PRESSURE).K. PLUMBING CONTRACTOR SHALL PROVIDE WATER HAMMER ARRESTERS HAVING PDI #WH-201, ASSE #1010 AND ANSI #A112.26.1M CERTIFICATION. INSTALL THROUGHOUT PLUMBING WATER SYSTEMS PER MANUFACTURER'S REQUIREMENTS.L. ALL PIPING THROUGH WALLS AND FLOORS SHALL BE SLEEVED. ALL NEW DOMESTIC COLD AND HOT WATER PIPING SHALL BE INSULATED. SEE INSULATION SPECIFICATION.M. PROVIDE THERMOSTATIC MIXING VALVE ON ALL SINKS EXCEPT THE SERVICE SINK. MIXING VALVE MUST CONFORM TO ASSE 1070. SET MAX DISCHARGE TEMPERATURE TO 110°F.N. PROVIDE EXPANSION TANK ON WATER HEATER. O. SCOPE AND JET CLEAN ALL UNDERGROUND SANITARY AT END OF THE PROJECT. ALL PIPING SHALL BE FREE-FLOWING AND CLEAR OF ANY DEBRIS. PROVIDE SCOPE RESULTS TO TENANT.P. LOCATION, SIZE, AND CONDITION OF ALL UTILITIES SHALL BE VERIFIED ON EACH NEW AND EXISTING PROJECT.Q. UNDER SLAB SANITARY PIPING SHALL NOT BE SHARED WITHIN TENANT LEASE AREA WITH OTHER TENANTS. ANY TIE-INS WITH SHARED SANITARY SYSTEM SHALL OCCUR OUTSIDE THE LEASE AREA.SHEET KEYNOTES1. 1-1/2 " CW TO EXISTING DOMESTIC SERVICE WITH WATER AND BACKFLOW PREVENTER. 2. TO EXISTING SANITARY SEWER.3. 3/4" HW AND CW TO SERVE SERVICE SINK.4. 1-1/4" CW TO SERVE WATER CLOSET.5. TAP OFF WATER LINE FOR TRAP PRIMER. SEE DETAIL ON P301.6. 3/4" HW AND CW DOWN TO SERVE TWO (2) LAVATORIES.7. 1/2" CW DOWN TO SERVE EWC-1.8. 1/2" HW AND CW DOWN TO SERVE BREAK ROOM SINK.9. 3/4" HW AND CW AND 1/2" HWR DOWN TO EWH-1 ON SHELF ABOVE MOP SINK. SEE DETAIL ON P301.10. 4" VENT THRU ROOF. VERIFY CLEARANCE OF 10'-0" FOR ALL AIR INTAKE LOCATIONS.11. BREAK ROOM SINK INSTALLATION AND FINAL PLUMBING CONNECTIONS SHALL BE BY THE PLUMBING CONTRACTOR.#6FGFCOCO/WCOFCO4" FD-14" FD-1LAV-1WC-2WC-2LAV-1EWC-12SS-1MEN'SWOMEN'SJANITOR'S CLOSETCORRIDORBREAKROOM1011S-1156FGLAV-1WC-2WC-2LAV-1SS-1EWH-1RP-1EWC-1MEN'SWOMEN'SJANITOR'S CLOSET134679CORRIDORBREAKROOMS-111851JOB NO.:SUITE 5550479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37204P. 615.244.8170F. 615.244.8141www.mjmarch.com45 Hinesburg Rd,South Burlington, VT 05403MJM #21398P101PLUMBINGPLANSBGR27707PERMITISSUE04/22/20223/16" = 1'-0"1aENLARGED SANITARY PLUMBING RESTROOM PLANP101 1a3/16" = 1'-0"2aENLARGED PLUMBING SUPPLY RESTROOM PLANP101 2aREV DATE1 Addendum 14/20/22 1" CW TO EXISTING SERVICE EWH-1RP-1LAV-1SS-1EWC-1WC-21"CW1 1/2"CW1"CW1"CW1"CW1"HW1"HW1"HW1/2" HWRS-11/2"HW1/2"CW3/4"HWEWC-14" VTRLAV-1WC-2SS-1FCO4" FD-1FCO4" FD-1CONNECT TO EXISTING SANITARY SEWERCO/WCO3" V2" V1 1/2" V2" V4" SS4" SSS-12"SS4"SS1 1/2" V2"SS4"SS4"SS4"SSJOB NO.:SUITE 5550479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37204P. 615.244.8170F. 615.244.8141www.mjmarch.com45 Hinesburg Rd,South Burlington, VT 05403MJM #21398P102PLUMBINGISOMETRICSBGR27707PERMITISSUE04/22/2022NTSSUPPLY RISER2NTSDWV RISER1REV DATE1 Addendum 14/20/2211 GENERAL NOTESA. GAS METER SHALL BE REGULATED FOR 0.5 PSI PRESSURE AND HAVE A MINIMUM CAPACITY OF 1161 CFH. GAS PIPING SHOWN IS SIZED BASED ON 0.5 PSI PRESSURE AND A 0.3"WC PRESSURE DROP PER THE 2018 INTERNATIONAL FUEL GAS CODE TABLE 402.4(2). GAS METER SHOWN LOCATED APPROXIMATELY 270' AWAY ON LONGEST RUN.B. PROVIDE SCHEDULE 40 BLACK STEEL GAS PIPING ON ROOF. SEE SPECIFICATIONS FOR ADDITIONAL DETAIL. C. SEE P301 FOR GAS PIPING CONNECTION DETAILS.D. SEAL ALL PENETRATIONS WEATHER-TIGHT. E. ANY DISCREPANCIES IN THIS INFORMATION SHOULD BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONSTRUCTION PROJECT MANAGER AND PROJECT ENGINEER. F. GAS PIPING ON ROOF TO BE PAINTED; COLOR: "SAFETY YELLOW"G. EXISTING GAS PIPING ON ROOF THAT IS TO BE RE-USED IS NOT REQUIRED TO BE PAINTED.H. GAS PIPING RUNNING VERTICALLY SHALL BE PAINTED PER SPECIFICATION ON A601.SHEET KEYNOTES1. EXISTING LOW PRESSURE GAS LINE. NEW CONNECTED LOAD IS 1161 MBH. CONTRACTOR TO COORDINATE NEW LOAD WITH GAS UTILITY.2. REQUIRED 10'-0" CLEARANCE FOR EXHAUST TO BUILDING VENTILATION INTAKES. 3. ROOF-MOUNTED CENTRIFUGAL EXHAUST FAN WITH AN INSULATED ROOF CURB. SEE DETAIL ON M301.4. SEE DETAIL ON P301 FOR PIPING REQUIREMENTS FOR ROOFTOP UNITS.5. 4" UNIT HEATER FLUE. SEE DETAIL ON M301.6. DEMOLISH EXISTING GAS PIPING BACK TO APPROXIMATE LOCATION. CAP AND SEAL AS REQUIRED. RESUSE EXISTING PIPING WHERE POSSIBLE.7. 3/4" CONDENSATE PIPING. REFER TO DETAIL ON P301.#1234567ABCDEFGUH-1RTU-51 1/2"G1 1/4"G3"G1 1/4"G115 MBH100 MBH4" VTRGAS PIPE DOWN TO GAS METER. NEW CONNECT LOAD IS 1161 MBH.EF-1GAS PIPING SIZED BASED OFF 2018 IFGC WITH 2 PSI DELIVERY PRESSURE AND 340' EQUIVALENT LENGTH TO THIS POINT2523617TYP4TYPRTU-4RTU-2RTU-5RTU-3RTU-6RTU-7RTU-9RTU-8110 MBH115 MBH110 MBH115 MBH110 MBH110 MBH138 MBH138 MBH1 1/4"G1 1/2"G1 1/4"G1 1/4"G1 1/4"G2"G1 1/4"G1 1/2"G1 1/4"G1 1/4"G3"G1 1/2"G1 1/4"G1 1/4"G1 1/2"G1JOB NO.:SUITE 5550479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37204P. 615.244.8170F. 615.244.8141www.mjmarch.com45 Hinesburg Rd,South Burlington, VT 05403MJM #21398P103ROOF PIPINGPLANBGR27707PERMITISSUE04/22/2022JOB NO.:SUITE 5550 479-636-5004ROGERS, AR 72756 DESIGNED BY: 1805 N 2ND STS H E E T R E V I S I O N S D A T E L O C A T I O N O W N E R C O N S U L T A N T S E A L A R C H I T E C TThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37204P. 615.244.8170F. 615.244.8141www.mjmarch.com45 Hinesburg Rd,South Burlington, VT 05403MJM #21398P103ROOF PIPINGPLANBGR27707PERMITISSUE04/22/20223/32" = 1'-0"1ROOF PIPING PLANP103 1REV DATE1 Addendum 14/20/22REV DATE1 Addendum 14/20/221 DHWDDDCWDHWGR3/4" DCW3/4" DHWCHECK VALVE (TYPICAL)PROVIDE PIPE UNION, DIELECTRICIF REQUIRED FOR DISSIMILAR METALS.PIPE HANGER WITHIN 3" OF ELBOWDRAIN VALVEELECTRIC WATER HEATER. REFERTO SPECIFICATIONS AND SCHEDULE.AUTOMATIC VACUUM RELIEF VALVE(WHEN REQUIRED)NOTE:REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. VERIFY ALL CONNECTION SIZES ANDLOCATIONS PER MANUFACTURERS REQUIREMENTS. ADJUST TO SUIT FIELD CONDITIONS. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OFEXPANSION TANK. REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC STRAP OR BRACING, HEAT TRAP AND AUTOMATIC VACUUM RELIEF VALVE WHENREQUIRED BY LOCAL AUTHORITIES.1"3/4"WELDED STEEL EXPANSION TANK WITHPOLYPROPYLENE LINING, FDA APPROVED FORDOMESTIC WATER SERVICE. PRECHARGE TANKTO MATCH WATER PRESSURE AS PER TANKMANUFACTURER. SUPPORT FROM STRUCTURE,INSTALL WITH IN 5'-0" OF WATER HEATERLOCATION* SEISMIC STRAP, TYP. SEE NOTE.PROVIDE ASME TEMPERATURE ANDPRESSURE RELIEF VALVE RATED AT210°F/150 PSIG.BALL VALVE (TYPICAL)* PROVIDE 1 1/2" x 1/8" STEEL BAND AROUND THE TOP AND BOTTOM OF WATER HEATER. BEND ENDS OF STRAP AND ANCHOR SECURELY TO WALL. SET TANK AS CLOSETO WALL AS POSSIBLE. PROVIDE WOOD BLOCKS FOR SPACERS BETWEEN WALL AND WATER HEATER. VERIFY DETAIL COMPLIES WITH LOCAL REQUIREMENTS.MODIFY AS NEEDED.UNIT HEATER ASSHOWN ON PLANGAS TRAIN FURNISHEDWITH EQUIPMENTBRANCH OFF TOP OR SIDE OFGAS PIPE MAIN, NOT OFFBOTTOMSUSPEND PIPE FROM STRUCTURE ABOVE WITH PIPEHANGERS PER SPECIFICATIONS AND/OR DETAILS. SEE PLANFOR BRANCH PIPE SIZE.PROVIDE REGULATOR, IF APPLICABLE, (SET @ 0.5 PSI), GAS SHUTOFF COCK WITH LEVER HANDLE, DIRT LEG, AND GROUND JOINT PIPE UNION, ALL FULL SIZE OF BRANCH PIPE.PIPE REDUCER FROMBRANCH PIPE SIZE TOUNIT CONNECTION SIZE,AT UNIT CONNECTION STUBGASFIREDUNITHEATERNOTE:FOLLOW MANUFACTURER'S RECOMMENDATIONS FROM EQUIPMENT INSTALLATION MANUAL. PROVIDE WELDED PIPE AND FITTINGS ONANY CONCEALED PIPE. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST AS REQUIRED TO SUIT ACTUAL INSTALLATIONCONDITIONS. PROVIDE GAS PRESSURE REGULATOR IF IT EXCEEDS 14" WC.GAS SHUT-OFF COCKCONNECTION TO ROOFTOPUNIT BY PLUMBINGCONTRACTOR (TYP.)PIPE REDUCER FROM BRANCHPIPE SIZE TO UNITCONNECTION; SIZE ASREQUIREDGROUND JOINT PIPE UNIONBRANCH OFF TOPOF GAS PIPE MAIN.6" LONG DIRT LEGFULL SIZE OFBRANCH PIPE.CURBUNITTRAP 2" DEEPER THAN FANTOTAL STATIC PRESSURE(MINIMUM 4" DEEP).PVCCONDENSATEDRAIN.DISCHARGE TOSPLASH PADON ROOFCLEANOUT PLUG(TYP.)ROOF PIPE SUPPORT TYPICALTRAP PRIMER WITHINTEGRAL VACUUMBREAKERPROVIDECOUPLINGFLOOR1/2" TYPE "K" SOFT COPPER TUBE BELOWFLOOR SLAB WITHOUT JOINTS. SLOPETOWARD FLOOR DRAIN TRAP. PROVIDE1/2" ELASTOMERIC INSULATION FROMTRAP TO ABOVE FLOOR SLABDETAIL SHOWS TRAP PRIMER INSTALLATION CONCEALED FOR PUBLIC AREAS, SUCH AS TOILETS. INNON-PUBLIC AREAS, SUCH AS EQUIPMENT ROOMS, TRAP PRIMERS MAY BE INSTALLED THIS WAY ALSO, ORIN EASILY-ACCESSIBLE, EXPOSED BUT INCONSPICUOUS LOCATIONS, THEREBY OMITTING THE ACCESSDOOR. INSULATION ONLY ABOVE GROUND ON "M" OR "L" COPPER.FLOOR DRAIN OR FLOOR SINKP-TRAP WITH TRAP PRIMERCONNECTIONPRIMER MAY BE LOCATED ABOVE CEILING WHEREACCESSIBLE. IF LOCATED IN A CHASE OR WALL,PROVIDE A HINGED, LOCKABLE, PRIME-COATEDACCESS DOOR IN AN ACCESSIBLE BUTINCONSPICUOUS PLACE. COORDINATE LOCATIONWITH ARCHITECTPROVIDE DISTRIBUTION UNITS WHERE MORE THAN ONETRAP IS SERVED BY A PRIMERTRAP PRIMER IN CHASE OR UNDER FIXTURE. INSTALLPRIMER MINIMUM SIX INCHES ABOVE FLOOD RIM OFFIXTURE BEING SERVEDDOMESTIC COLD WATER LINE IN PLUMBING CHASE ORUNDER FIXTURE. MAKE BRANCH TO TRAP PRIMER OFFTOP OF THIS PIPE13'-0" AFFQUICKSTAND MODEL # 40-SWHP-W,COMBINATION WATER HEATER STAND ANDDRAIN PANPROVIDE HARD COPPER DRAIN FOR PRV/DRAIN PANOUTLET. ROUTE DISCHARGE LINES FULL SIZE CONCEALEDIN WALL TO SERVICE SINK. PROVIDE ESCUTCHEONAROUND WALL PENETRATION. COMPLETE WITH MINIMUM 21/2" AIR GAP.PRESSURE TEST COCKGAS METER - CFHCAPACITY AS SHOWNON PLANSSTRAINERGRADE ORPAVEMENTPRESSURE REGULATOR, IF APPLICABLE, SET AT 2 PSI.SHUT-OFF VALVE (TYPICAL)GAS PIPE ROUTED ON ROOF. PAINT NEW PIPING TO MATCH EXISTING GAS PIPING. SIZE AS SHOWN ON PLANS. REUSE EXISTING PIPING WHERE POSSIBLE (SIZE AND PIPING CONDITION PERMITTING).PIPE INCREASERDIRT LEG (MINIMUM LINE SIZE AND 6" IN LENGTH) AT BOTTOMOF RISER. ANCHOR RISER TO WALL.NOTE:1.MODIFY OR REPLACE GAS METER AND REGULATOR ASSEMBLY AS PER LOCAL GAS COMPANY REQUIREMENTS. THE PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALLPERMITS, INSPECTIONS AND INSTALLATION (AS REQUIRED). USE WELDED OR SCREWED PIPE AND FITTINGS AS PER SPECIFICATIONS.2.AS REQUIRED BYGAS COMPANY1/2" DHWRBALANCING VALVEAQUASTATRE-CIRCULATING PUMP~~~DOMESTIC WATER HEATER DETAILWATER HAMMER ARRESTER DETAIL04ROOF TOP PIPING DETAILUNIT HEATER CONNECTION DETAILTRAP PRIMER DETAIL0201SCALE: N.T.S.SCALE: N.T.S.INCOMING WATER SERVICE DETAIL03SCALE: N.T.S.SCALE: N.T.S.0605SCALE: N.T.S.SCALE: N.T.S.WET PIPE ALARM CHECK VALVE FIRE RISER SCHEMATIC DETAIL07SCALE: N.T.S.GAS PIPE SUPPORT DETAILGAS SERVICE DETAIL09SCALE: N.T.S.08SCALE: N.T.S.CONNECTION TO SUPPLY LINESIZING CHARTFIXTURE UNIT RATING33-6012-321-113/4"1"1"WATER HAMMER ARRESTERTO FIXTURESTO H.W. & C.W.SUPPLYRUNOUTS TO LAST FIXTURE SHALLNOT BE SMALLER THAN SIZEREQUIRED FOR ARRESTERSWATER HAMMER ARRESTERSPIPING TOLAST FIXTURELOCATION TO BE DETERMINED BYINCOMING WATER SERVICE.MEXISTING REDUCED PRESSUREPRINCIPLE BACKFLOW PREVENTER.PRESSURE REDUCING VALVE, WATTSNO. U5B, 1-1/4", WITH STRAINER, SETDISCHARGE PRESSURE AT 60 PSIG. IFSUPPLY PRESSURE IS ABOVE 80 PSI.TO BUILDING SERVICEEXISTING WATER METER, PER WATER DEPT. REQUIREMENTS.PROVIDE REMOTE REGISTER.1-1/2"SLEEVE AND SEALTHRU FLOOREXISTING WATER SERVICEUNION (TYP.)SHUT-OFF VALVEROOF LINEFINISHED FLOORNOTE:ALARM CHECK VALVE, TRIM, &INSTALLATION SHALL CONFORM TONFPA 13 & THE MANUFACTURER'SRECOMMENDATION.TAMPER SWITCH WIRED(BY FIRE ALARM CONTRACTOR TOPANEL)SUPPLY MAIN FROM OUTSIDEWATER SUPPLY SYSTEM (SIZE ASINDICATED ON PLANS)POST INDICATOR VALVE WITHTAMPER SWITCH, SEE DETAILON THIS SHEET6" DCDA BACKFLOWPREVENTER (VERTICALINSTALLATION)BY FIRE PROTECTIONCONTRACTORBY PLUMBING CONTRACTORTO FIRE DEPARTMENTCONNECTIONBALL DRIP CHECK. ROUT TOFLOOR DRAIN OR TO OUTDOORSTO FIRE ALARM PANEL (TYP.)PIPE SIZE(IN)DISTANCE BETWEENSUPPORTS (FT)RECOMMENDED SUPPORT SPACING FORSCHEDULE 40 PIPEROOF PIPE SUPPORT AS MANUFACTURED BY MIRO INDUSTRIES, "PILLOW BLOCK" PIPE STAND (OR APPROVED EQUAL). MODEL 1.5 STAND WILL ACCOMMODATE PIPE UP TO 1-1/2" IN DIAMETER; MODEL 3-R-4, ROLLER TYPE, FOR SIZES 2" TO 3", AND MODEL 5-R FOR SIZES LARGER THAN 4". FOR INFO: 1-801-566-3680.HOT AIR WELDINSTALL WALK TREAD ON BUILTUP ROOFNYLON FRICTION ABSORBINGROLLERPIPE CLAMP, CONNECT TO SUPPORTWITH OVERSIZE CLAMP TO ALLOW PIPETO EXPAND AND CONTRACT1/2 - 11-1/4 - 1-1/223468566-1/27-1/289-1/210RREGULATOR, IF APPLICABLE, (REGULATE TO 0.5 PSI)ROOF DECKGEXISTING GAS METER TO REMAIN. PLUMBING CONTRACTOR TO COORDINATE WITH LOCAL GAS COMPANY TO VERIFY EXISTING METER, PIPING, AND PIPE ACCESSORIES ARE OF ADEQUATE SIZE TO REUSE.EXISTING SERVICE TO BE REUSEDEXISTING SERVICE TO BE REUSEDEXISTING SERVICE TO BE REUSEDPIPE REGULATOR VENT TO EXTERIOR MAINTAIN 10'-0" MIN FROM OSA INTAKES.JOB NO.:SUITE 5550479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37204P. 615.244.8170F. 615.244.8141www.mjmarch.com45 Hinesburg Rd,South Burlington, VT 05403MJM #21398P301PLUMBINGDETAILSBGR27707PERMITISSUE04/22/2022REV DATE ELECTRICAL SYMBOL LEGENDALL SYMBOLS MAY NOT BE USED AND ARE NOT TO SCALE. MOUNTING HEIGHTS, IF DIFFERENT FROM HEIGHT AS STATED IN SPECIFICATIONS, SHALL BE NOTED ON THE DRAWINGS.DBPUSH BUTTONPOWER POLEDISTRIBUTION BOXPLUGMOLD; 1" DIA. HOLE IN WALL FOR CABLE SHALL BE HIDDEN BEHIND WIDTH OF PLUGMOLD. USE COMPRESSION FITTING TO SECURE TO PLUGMOLD. PLUGMOLD TO ATTACH DIRECTLY TO WALL AT PROVIDED MOUNTING HEIGHTS.BUZZERBELLPP#LVCEILING MOUNTED LINE VOLTAGE DUAL TECHNOLOGY OCCUPANCY SENSOR -WATTSTOPPER CAT#DT-355. REFER TO OCCUPANCY SENSOR WIRING DIAGRAM "B" AND "C" ON SHEET E501.CEILING MOUNTED LOW VOLTAGE DUAL TECHNOLOGY OCCUPANCY SENSOR -WATTSTOPPER CAT#DT-305. REFER TO OCCUPANCY SENSOR WIRING DIAGRAM "A" ON SHEET E501.CEILING MOUNTED POWER PACK (COMPANION TO LOW VOLTAGE OCCUPANCY SENSOR) -WATTSTOPPER CAT#BZ-50. REFER TO OCCUPANCY SENSOR WIRING DIAGRAM "A" ON SHEET E501.TELEPHONE OR DATA OUTLET BOXDUPLEX WALL MOUNTED RECEPTACLE, 20A 120V SPEC GRADEGFCIGROUND FAULT CIRCUIT INTERRUPTWPWEATHERPROOF WHILE IN USE COVEREWCELECTRIC WATER COOLERDUPLEX WALL MOUNTED RECEPTACLE, 20A 120V SPEC GRADE, CIRCUITED TO ISOLATED GROUND PANEL. PROVIDE ORANGE RECEPTACLE.QUAD RECEPTACLE, WALL MOUNTEDJUNCTION BOXJDISCONNECT SWITCH (REFER TO PLANS FOR SPECIFICS)WALL MOUNTED SWITCH, # INDICATES TYPESINGLE POLE SWITCH33-WAY SWITCHKKEYED SWITCHOSOCCUPANCY SWITCH, WATTSTOPPER CAT#DT-205 UNODDIMMER SWITCH, WATTSTOPPER CAT#ADF-120277 UNOCONDUIT RISE/DROPDSDDUCT SMOKE DETECTORMANUAL PULL STATIONMPFAAPRITSFIRE ALARM ANNUNCIATOR PADREMOTE DUCT SMOKE INDICATOR TEST STATION4" SQUARE BACK BOX FOR VENDOR PROVIDED LOW VOLTAGE DEVICEHS -HORN/STROBE (FIRE ALARM)MS -MOTION SENSOR (SECURITY)#JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E100SYMBOLLEGEND ANDNOTES27707LWDGENERAL NOTESA. DO NOT SCALE DRAWINGS.B. BUILDING SHALL BE CONSTRUCTED TO MEET MINIMUM REQUIREMENTS OF THE CURRENT EDITION OF ASHRAE/IES STANDARD 90.1-2007 AND ASHRAE 189.C. COORDINATE WORK WITH OTHER TRADES, EQUIPMENT FURNISHED BY OTHERS, REQUIREMENTS OF THE TENANT AND LANDLORD, AND THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. COORDINATE THE INSTALLATION WITH OTHER TRADES AS REQUIRED TO ENSURE A NEAT AND ORDERLY INSTALLATION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES BEFORE STARTING WORK.D. CONTRACTORS AND SUB-CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK IS DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET.E. WHERE THERE MAY BE A CONFLICT IN THE SPECIFICATIONS AND/OR DRAWINGS, THEN THE MORE EXPENSIVE LABOR, MATERIALS, AND EQUIPMENT SHALL BE ASSUMED TO BE REQUIRED AND SHALL BE PROVIDED BY THE CONTRACTOR TO THE SATISFACTION OF THE TENANT.F. WHEN WORK, NOT SPECIFICALLY CALLED OUT, IS REQUIRED TO COMPLETE THE PROJECT, IT SHALL BE PROVIDED BY THE CONTRACTOR WITH THE BEST MATERIALS AND WORKMANSHIP.G. ALL WALL MOUNTED SWITCHES/SENSORS SHALL BE WHITE AND FLUSH MOUNTED AT 40" AFF TO BOTTOM PROVIDED WITH A WHITE THERMOPLASTIC COVER PLATE TO MATCH DEVICE COVER.H. ALL WALL RECEPTACLES SHALL BE FLUSH MOUNTED AT 18" AFF TO CENTERLINE AND DATA/TELEPHONE OUTLETS SHALL BE FLUSH MOUNTED AT 38" AFF TO CENTERLINE U.N.O. ALL DEVICES SHALL BE WHITE WITH MATCHING WHITE COVER PLATE UNLESS OTHERWISE SPECIFIED. ALL BACK-TO-BACK DEVICES SHALL BE OFFSET HORIZONTALLY, 6" MINIMUM.I. THE EXACT LOCATION OF ALL SWITCHES, OUTLETS, ETC. SHALL BE COORDINATED WITH ITEMS SHOWN ON THE ARCHITECTURAL ELEVATIONS.J. ALL WIRING DEVICES SHALL BE MANUFACTURED BY LEVITON, P&S, OR HUBBELL.K. ALL BRANCH CIRCUITS SHALL BE MINIMUM #12 AWG WIRE IN CODE SIZE RACEWAY. PROVIDE LARGER WIRE SIZE AS REQUIRED TO MAINTAIN MAXIMUM VOLTAGE DROP OF 3% FOR BRANCH CIRCUITS AND 5% FOR FEEDERS/BRANCH CIRCUIT COMBINED.L. ALL COLUMN MOUNTED RECEPTACLES AND JUNCTION BOXES LOCATED IN SALES AREA SHALL BE AT 84" AFF TO BOTTOM AND LOCATED ON THE SIDE OF THE COLUMN FACING THE PERIMETER WALL. DEVICES SHALL BE WHITE WITH MATCHING WHITE COVER PLATE. PAINT CONDUIT AND BOX TO MATCH ADJACENT COLUMN PAINT COLOR.M. REFER TO SHEETS E104 FOR DIMENSIONED LOCATIONS OF LIGHT FIXTURES.N. GENERAL/ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SUPPORTS REQUIRED TO HANG LIGHT FIXTURES AS SHOWN ON DETAIL 07/E501. FINAL LIGHT FIXTURE LOCATIONS SHALL BE COORDINATED WITH MECHANICAL DIFFUSERS AND STRUCTURAL DESIGN, WITH LIGHTING HAVING TOP PRIORITY.O. CEILING GRID HANGER WIRES SHALL NOT BE ATTACHED TO ROOF DECK. HANGERS TO ATTACH TO STRUCTURAL MEMBERS ONLY. MAY REQUIRE ADDITIONAL SUPPORT MEMBERS BE ADDED TO PROVIDE ADDITIONAL LIGHTING SUPPORT AND/OR CEILING SUPPORT, WHEN REQUIRED, PER SEISMIC ZONE AND LOCAL CODE. ATTACHING CEILING DIRECTLY TO DECK IS NOT PERMITTED.P. COORDINATE FINAL QUANTITY AND LOCATION OF ALL EMERGENCY AND EXIT LIGHTS WITH LOCAL CODES AND AUTHORITIES.Q. MANUAL PULL STATIONS SHALL BE INSTALLED WITH BOTTOM OF JUNCTION BOX AT 40" AFF.R. GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR ARE RESPONSIBLE TO COORDINATE WITH THE EQUIPMENT PROVIDED BY OTHERS REGARDING EXACT LOCATION, TOP OR BOTTOM FEEDS, AND ALL ELECTRICAL REQUIREMENTS PRIOR TO PROJECT START.FIXTURE SCHEDULE NOTESA. ALL LIGHT FIXTURES SHALL BE PROVIDED THROUGH TENANT'S NATIONAL ACCOUNT VENDOR. NO SUBSTITUTIONS PERMITTED. REFER TO SHEET A100 FOR REQUIRED VENDOR LIST.B. ALL LAY-IN LIGHT FIXTURES SHALL BE SUPPORTED INDEPENDENT OF GRID CEILINGS FROM THE STRUCTURE ABOVE FROM ALL FOUR CORNERS. ATTACH WITH GRID CLIPS IN LAY-IN CEILINGS.C. VOLTAGE OF ALL LIGHT FIXTURES MUST BE SPECIFIED ON ORDER. CONTRACTOR IS RESPONSIBLE FOR RECEIVING ALL MATERIAL AND THE CONDITION OF MATERIAL AFTER RECEIPT.D. CONTRACTOR SHALL VERIFY ALL CEILING TYPES (GRID VS. DRYWALL) FOR EACH ROOM PRIOR TO PLACING FINAL PURCHASE ORDER.E. EXIT SIGNS SHALL BE FURNISHED WITH NUMBER OF FACES AND DIRECTIONAL ARROWS AS REQUIRED TO SUIT PLAN AND THE LOCAL AUTHORITY HAVING JURISDICTION.F. ALL CONDUIT SERVING LIGHT FIXTURES SHALL BE PAINTED TO MATCH ADJACENT PAINT FINISH.G. VERIFY THE USE/ACCEPTANCE OF MC CABLE/MANUFACTURED WIRING SYSTEMS WITH LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO ANY WORK OR THE PURCHASE OF ANY MATERIALS INCLUDING BUT NOT LIMITED TO 'RELOC' SYSTEM AT STORE FIXTURES MILLWORK.H. ALL FIXTURE TYPES MAY NOT BE USED AT ALL LOCATIONS.I. SEE LIGHT FIXTURE MOUNTING DETAIL ON SHEET E501.J. FOR OPEN CEILINGS -ALL AIRCRAFT CABLE AND CLIPS TO BE PROVIDED BY NATIONAL ACCOUNT VENDOR. MOUNTING TO STRUCTURE IS THE RESPONSIBILITY OF THE EC.K. FOR GRID CEILINGS -ALL CLIPS WILL BE PROVIDED BY THE NATIONAL ACCOUNT VENDOR TO ATTACH THE FIXTURES TO THE GRID AT AN ANGLE.ABBREVIATIONS+42"DISTANCE ABOVE FINISHED FLOORAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADECPCIRCULATION PUMPECELECTRICAL CONTRACTOREFEXHAUST FANEMTELECTROMETALLIC TUBINGETREXISTING TO REMAINEWCELECTRIC WATER COOLERGGROUNDGNDGROUNDGCGENERAL CONTRACTORGFCIGROUND FAULT CIRCUIT INTERRUPTERGFIGROUND FAULT INTERRUPTERGRCGALVANIZED RIGID CONDUITHCHVAC CONTRACTORIFSINTEGRATED FACILITIES SWITCHBOARDJBJUNCTION BOXJ-BOXJUNCTION BOXMCMECHANICAL CONTRACTORPCPLUMBING CONTRACTORTTBTELEPHONE TERMINATION BOARDUHUNIT HEATERUNOUNLESS NOTED OTHERWISEUONUNLESS OTHERWISE NOTEDVIFVERIFY IN FIELDWHWATER HEATERWPWEATHERPROOF WHILE IN USEWRWEATHER RESISTANTLIGHTING FIXTURE SCHEDULETYPE LAMP WATTAGEDESCRIPTIONMANUFACTURER CATALOG NUMBER VOLTAGE DIMMING TYPE MOUNTING REMARKSA INTEGRATED35K LED63.0 VA LED STRIP LUMINAIRE, 96"VISCOR LCOM96 LED935K088LUNV P77 UNIVERSAL 0-10V 14'-0" TOBALLASTREFER TO E104 FOR DIMENSIONEDLOCATIONSB INTEGRATED35K LED63.0 VA LED STRIP LUMINAIRE, 96"VISCOR LCOM96 LED935K088LUNV P77 UNIVERSAL 0-10V 14'-0" TOBALLASTREFER TO E104 FOR DIMENSIONEDLOCATIONSB1 INTEGRATED35K LED32.0 VA LED STRIP LUMINAIRE, 48"VISCOR LCOM48 LED935K044LUNV P77 UNIVERSAL 0-10V 14'-0" TOBALLASTREFER TO E104 FOR DIMENSIONEDLOCATIONSB2 INTEGRATED35K LED63.0 VA LED STRIP LUMINAIRE, 96", ASYMMETRICAL REFLECTOR (WALL WASH) VISCOR LCOM96 LED935K088LUNV P77 R06UNIVERSAL 0-10V 14'-0" TOBALLASTREFER TO E104 FOR DIMENSIONEDLOCATIONSB3 INTEGRATED35K LED32.0 VA LED STRIP LUMINAIRE, 48", ASYMMETRICAL REFLECTOR (WALL WASH) VISCOR LCOM48 LED935K044LUNV P77 R06UNIVERSAL 0-10V 14'-0" TOBALLASTREFER TO E104 FOR DIMENSIONEDLOCATIONSC INTEGRAL835K LED35.8 VA 2' x 4' LED RECESSED TROFFERLITHONIA 2GTL 4 48L GZ10 LP835 MULTIVOLT 0-10V RECESSEDC1 INTEGRAL835K LED35.8 VA 2' x 4' LED SURFACE MOUNTED TROFFERLITHONIA 2GTL 4 48L GZ10 LP835 MULTIVOLT 0-10V SURFACE INSTALL WITH DGA24 DRYWALL GRIDADAPTERE1 INTEGRATEDLED3.3 VA UNIVERSAL MOUNT LED EXIT SIGN WITH INTEGRAL BATTERY PACK ANDSELF-DIAGNOSTICSENERGI-LITE ELXN400RN-AD UNIVERSAL SURFACE ORPENDANTMOUNTEDEM1 (2) 6W (FURNW/FIXT)12.0 VA SELF-CONTAINED EXTERIOR EMERGENCY EGRESS FIXTURE WITH WHITEFINISH, LITHIUM-ION BATTERY AND SELF-DIAGNOSTICSEMERGI-LITE OW-LUXSD-CW UNIVERSAL SURFACEEM2 INTEGRAL LED 10.8 VA SELF-CONTAINED EMERGENCY FIXTURE WITH OFF-WHITE FINISH,LITHIUM-ION BATTERY AND SELF-DIAGNOSTICSEMERGI-LITE EL-2RHL-AD UNIVERSAL SURFACEEM3 INTEGRAL LED 2.5 VA SELF-CONTAINED EMERGENCY FIXTURE WITH OFF-WHITE FINISH, BATTERY,AND SELF-DIAGNOSTICSEMERGI-LITE EL-2LED-RAD UNIVERSAL SURFACEF INTEGRATED40K LED22.8 VA LED DOCK LIGHTE-CONOLIGHT E-WTD02A-1740Y-42 120V ARM BRACKETG INTEGRATED40K LED47.0 VA LED WALL PACKLITHONIA WPX2 LED 40K MVOLT DDBXD MULTIVOLT WALL REFER TO ARCH EXTERIOR ELEVATIONS FORMOUNTING HEIGHTSL4 INTEGRAL 35KLED12.5 VA 700 LUMEN VERTICAL TRACK HEADCORE LIGHTING CTL 410 L1 35K WH WF HT 120V 120V TRACK REFER TO E105 FOR DIMENSIONEDLOCATIONSL4T N/A 0.0 VA TRACK SYSTEM, WHITEQUANTALIGHT TSQ1 086120V 13'-6" TOBOTTOM OFTRACKCONNECTORS ORDERED SEPARATELY(Q2724 MINI JOINER, QCL1EF CURRENTLIMITER END FEED, Q2701 DEAD END) REFERTO E105 FOR DIMENSIONED LOCATIONS ANDLENGTHS OF TRACKREV DATE B/A-3B/A-3B/A-17B/A-3FIXTURE TYPE (TYPICAL)PANEL & BRANCH CIRCUIT (TYPICAL)LIGHT FIXTURE ON LOW LEVEL LIGHTING CIRCUIT WHERE SHADED.1234567ABCDEFGE1061B2/A-17B2/A-17B2/A-17B2/A-11B3/A-11B3/A-9B2/A-9B2/A-17B2/A-17B2/A-9B2/A-9B2/A-9B2/A-9B2/A-9B2/A-9B2/A-9B1/A-11B/A-11B2/A-17B2/A-17B2/A-11B2/A-11B2/A-11B2/A-11B2/A-11B2/A-11B2/A-11B2/A-11B2/A-11B2/A-11B2/A-11B2/A-11B2/A-11B3/A-11B1/A-11B/A-11B1/A-11B/A-11B1/A-7B/A-7B1/A-3B/A-3B1/A-7B/A-7B/A-13B/A-13B/A-13B/A-13B/A-13B/A-11B/A-11B/A-11B/A-11B/A-11B/A-11B/A-11B/A-11B/A-7B/A-7B/A-7B/A-7B/A-7B/A-7B/A-7B/A-7B/A-7B/A-15B/A-15B/A-15B/A-15B/A-15B/A-15B/A-15B/A-15B/A-15B/A-15B/A-15B/A-15B/A-15B1/A-15B/A-3B/A-3B/A-3B/A-3B/A-3B/A-3B/A-3B/A-3B/A-3B/A-3B/A-3B/A-3B/A-3B/A-3B/A-1B/A-1B/A-1B/A-1B/A-1B/A-1B/A-1B/A-1B/A-1B/A-1B/A-1B/A-1B/A-1B/A-1B/A-1B/A-1B/A-1B/A-13B/A-13B/A-13B/A-13B/A-13B/A-13B/A-13B/A-13B/A-13B/A-13B/A-13B/A-13B/A-13B/A-13B/A-13B/A-7B/A-7B/A-7B/A-3B/A-3B/A-3B/A-3B/A-3B/A-3B/A-3B/A-3B/A-7B/A-7B/A-7B/A-7B/A-7B/A-7B/A-7B/A-7B/A-7B/A-7B/A-7B/A-7B/A-7B/A-15B/A-15B/A-15B/A-15B/A-15B/A-15B/A-15B/A-15B/A-15B/A-5B/A-5B/A-5B/A-5B/A-5B/A-5B/A-5B/A-5B/A-5B/A-5B/A-5B/A-5B/A-17B/A-17B2/A-17B2/A-17B2/A-9B2/A-9B2/A-9B2/A-9B2/A-9B2/A-9B2/A-9B2/A-17B2/A-17B2/A-9B2/A-9B2/A-9B2/A-17B2/A-17B2/A-9B2/A-9B2/A-9B2/A-9B2/A-9B2/A-9B2/A-9B2/A-9B2/A-9B2/A-9B2/A-17B2/A-17A/A-8A/A-8A/A-8A/A-8A/A-8A/A-8A/A-8A/A-8A/A-8A/A-8A/A-8B/A-2B/A-2B/A-2B/A-2E11TYP OF 4LVPPE2LVE2B/A-13B/A-3B/A-3B/A-1B1/A-13B1/A-13B/A-13B1/A-3B2/A-17B2/A-17B2/A-17B2/A-17FE5BOPIS CLOSETVESTIBULESALES FLOORBREAKROOMCASH OFFICEGEN. OFFICECORRIDORJANITOR'S CLOSETMENSWOMENSRECEIVING AREASPRINKLER ROOMG/A-16G/A-16G/A-16A/A-8JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E101GENERALLIGHTING PLAN27707LWDGENERAL NOTESA. CONTRACTOR SHALL "MAKE SAFE" ELECTRICAL SYSTEMS AFFECTED BY DEMOLITION BY OTHERS WHERE REQUIRED.B. ALL NIGHT LIGHTING SHALL BE CONNECTED TO CIRCUIT INDICATED, AHEAD OF ANYCONTROLS WHERE CONTROLS OCCUR.C. ALL LIGHT FIXTURES ON THIS PLAN SHALL BE WIRED TO CIRCUITS IN PANEL "A" AS INDICATED.D. LIGHT FIXTURES SHALL BE WIRED USING 2#12 & 1#12(G). MINIMUM CONDUIT SIZE SHALL BE 3/4". E. VERIFY IF MANUFACTURED WIRING SYSTEMS AS DEFINED IN THE NATIONAL ELECTRICAL CODE (NEC 604) ARE ALLOWED WITH LOCAL AUTHORITY HAVING JURISDICTION.F. LIGHTING CONTROLSa. LIGHT FIXTURES IN THE SALES AREA SHALL BE WIRED TO PROVIDE A MINIMUM OF 30% OF TOTAL SALES FIXTURES ON LOW LEVEL LIGHTING (SEE LOW LEVEL LIGHTING SUMMARY ON THIS SHEET) AND SHALL BE EVENLY DISTRIBUTED THROUGHOUT THE STORE. LIGHTING SHALL BE EMS SYSTEM CONTROLLED.b. ALL OTHER NON-LOW LEVEL LIGHT FIXTURES IN SALES AREA SHALL ALSO BE EMS SYSTEM CONTROLLED.c. LIGHT FIXTURES IN STOCKROOM SHALL BE CONTROLLED BY CEILING MOUNTED OCCUPANCY SENSOR(S).d. PROVIDE AND INSTALL CEILING MOUNTED OCCUPANCY SENSORS FOR RESTROOMS, OFFICES, BREAK ROOM, BOPIS STORAGE, AND JANITOR CLOSET.G. LIGHTING LOCATIONS SHALL BE COORDINATED WITH THE REFLECTED CEILING PLAN.H. STRAIGHTEN/RE-ALIGN SALES FLOOR LIGHTING ROWS AFTER FIXTURE INSTALLATION HAS BEEN COMPLETED.I. REFER TO DETAIL 07/E501 FOR MOUNTING REQUIREMENTS OF GENERAL LIGHTING SHOWN ON THIS SHEET.J. LIGHT FIXTURES HAVE ONE SHARED HANGER. VERIFY ALL SEISMIC RESTRAINT REQUIREMENTS WITH LOCAL BUILDING OFFICIALS AND PROVIDE ADDITIONAL ATTACHMENT METHODS AS REQUIRED.K. ALL NEUTRALS SHALL BE DEDICATED. SHARING OF NEUTRALS IS NOT PERMITTED.L. SYSTEMS WILL HAVE THE FOLLOWING PRIORITIES:a. LIGHTINGb. ACOUSTIC TILE CEILING SYSTEMc. SPRINKLER SYSTEMd. MECHANICAL SYSTEMSM. SEE SHEET E100 FOR FULL LIGHT FIXTURE SCHEDULE AND MOUNTING HEIGHTS.N. SEE SHEET A601 FOR CEILING TYPES.O. REFER TO DETAIL 07/E501 FOR MOUNTING REQUIREMENTS FOR "B" SERIES LIGHT FIXTURES IN THE SALES AREA.SHEET KEYNOTESE2 CEILING MOUNTED OCCUPANCY SENSOR FOR CONTROL OF LIGHT FIXTURES. REFER TOSYMBOL LEGEND ON E100 AND DETAIL 2/E501.E5 REFER TO POWER PLAN(S) FOR POWER TO DOCK LIGHT TYPE 'F'.E11 SURFACE MOUNT LIGHT FIXTURES IN THE VESTIBULE TO THE GYP. BD. CEILING.LOW LEVEL LIGHTING SUMMARYSALES FLOORLOW LEVEL FIXTURES68TOTAL FIXTURES20968/209 = 32.5%NOTES:LOW LEVEL LIGHTING DESIGN CRITERION IS TO MAINTAIN A MINIMUM OF 30% OF SALES FLOOR LIGHTING AS LOW LEVEL LIGHTS.SALES LIGHT FIXTURE IDENTIFICATION BREAKDOWN3/32" = 1'-0"1GENERAL LIGHTING PLANE101 1REV DATE 1234567ABCDEFGEM3/A-10EM2/A-2EM2/A-10EM2/A-10EM3/A-8EM3/A-8EM3/A-8EM3/A-8EM3/A-8EM3/A-8EM3/A-8EM3/A-8EM3/A-8E1/A-10E1/A-10E1/A-10E1/A-10EM1/A-10E1/A-8EM1/A-8E1/A-10EM2/A-10EM2/A-10E1/A-10EM2/A-10E1/A-10EM2/A-10EM2/A-10E1/A-10E1/A-10EM2/A-10EM3/A-8EM1/A-2BOPIS CLOSETVESTIBULESALES FLOORBREAKROOMCASH OFFICEGEN. OFFICECORRIDORJANITOR'S CLOSETMENSWOMENSRECEIVING AREASPRINKLER ROOME14TYP OF SALES AREAE15E15E15E15E15E15E15E15E15E15E15E13TYP OF ALL FIXTURES IN THIS PLANE1/A-10E1/A-10JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E102EMERGENCYAND EXITLIGHTING PLAN27707LWDGENERAL NOTESA. SALES AREA EMERGENCY LIGHTS ARE PROVIDED ALONG THE DESIGNATED EGRESS PATH PER 2018 INTERNATIONAL ENERGY CONSERVATION CODE.B. THE MEANS OF EGRESSS PATH SERVING ANY OCCUPIED PORTION OF THE BUILDING SHALL BE ILLUMINATED TO AN INTENSITY OF NOT LESS THAN ONE (1) FOOT CANDLE AT THE FLOOR LEVEL. IN THE EVENT OF A POWER FAILURE, AUTOMATIC ILLUMINATION SHALL BE PROVIDED BY A BATTERY BACK-UP SYSTEM.3/32" = 1'-0"1EMERGENCY AND EXIT LIGHTING PLANE102 1REV DATESHEET KEYNOTESE13 WIRE EXIT LIGHT AND/OR EMERGENCY FIXTURE TO CIRCUIT INDICATED AHEAD OFALL CONTROLS.E14 IN SALES AREA, PENDANT MOUNT FIXTURE TYPE 'EM2' AT 15'-0" AFF (TYPICAL).E15 IN BACK-OF-HOUSE ROOMS WITH CEILINGS, WALL MOUNT FIXTURE TYPE 'EM3' 6"BELOW CEILING (TYPICAL). 1234567ABCDEFGL4T/A-28L4T/A-28L4T/A-28L4T/A-28L4T/A-28L4T/A-28L4T/A-28L4T/A-28L4T/A-28L4T/A-28L4T/A-27L4T/A-27L4T/A-27L4T/A-27L4T/A-27L4T/A-27L4T/A-27L4T/A-27L4 TRACK HEADS, TYP. REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET E100 FOR ORDERING INFORMATION.BOPIS CLOSETVESTIBULESALES FLOORBREAKROOMCASH OFFICEGEN. OFFICECORRIDORJANITOR'S CLOSETMENSWOMENSRECEIVING AREASPRINKLER ROOM5' - 6"9' - 10"5' - 6"3' - 8"7' - 0"5' - 5"6' - 0"5' - 5"7' - 0"9' - 8"5' - 6"2' - 4"3' - 7"4' - 6"6' - 1"7' - 3"1' - 8"1' - 8"4' - 9"9' - 8"JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E103TRACK ANDPENDANTLIGHTING PLAN27707LWDGENERAL NOTESA. MANUFACTURED WIRING SYSTEMS, (IF APPLICABLE) AND LIGHT TRACK SHALL BE PURCHASED THROUGH TENANT'S NATIONAL ACCOUNT VENDOR.B. ALL NEUTRALS SHALL BE DEDICATED. SHARING OF NEUTRALS IS NOT PERMITTED.C. REFER TO SHEET E602 FOR DIMMING CONTROL DETAILS AND SCHEDULES OF CONTROLS.D. REFER TO SHEET E602 FOR CURRENT LIMITING PANEL SCHEDULE.E. ALL HOMERUNS BACK TO CURRENT LIMITING PANEL 'A' SHALL BE #10 AWG MINIMUM TO ENSURE VOLTAGE DROP ON THESE CIRCUITS DOES NOT EXCEED 3%.SALES LIGHT FIXTURE IDENTIFICATION BREAKDOWNTRACK LIGHTINGL4/x-xBRANCH CIRCUIT IN PANELBOARD.TRACK TYPE, SEE PLAN (TYPICAL OF TRACK SEGMENT).PENDANT LIGHTINGLx/x-xxBRANCH CIRCUIT IN PANEL (TYPICAL).FIXTURE TYPE (TYPICAL).REFER TO DIMMING CONTROLS ON SHEET E602 FOR CONTROLS.REFER TO DIMMING CONTROLS ON SHEET E602 FOR CONTROLS.3/32" = 1'-0"1TRACK AND PENDANT LIGHTING PLANE103 1REV DATE 1234567ABCDEFG6' - 0"6' - 0"6' - 0"10' - 0"0' - 6"15' - 6"3' - 9"3' - 10"11' - 0"10' - 3"8' - 2"18' - 10"2' - 0"2' - 11"0' - 11"5' - 5"7' - 9"4' - 1"10' - 6"13' - 4"1' - 5"7' - 11"10' - 9"5' - 11"8' - 3"14' - 4"12' - 4"1' - 8"0' - 7"5' - 6"7' - 6"6' - 9"0' - 5"6' - 10"9' - 6"9' - 3"5' - 5"7' - 11"1' - 7"BOPIS CLOSETVESTIBULESALES FLOORBREAKROOMCASH OFFICEGEN. OFFICECORRIDORJANITOR'S CLOSETMENSWOMENSRECEIVING AREASPRINKLER ROOM3' - 1"4' - 0"1' - 1"2' - 11"3' - 4"4' - 9"3' - 0"4' - 4"3' - 0"2' - 7"3' - 2"2' - 7"2' - 8"4' - 5"5' - 6"4' - 10"4' - 10"4' - 5"0' - 4"4' - 0"8' - 3"10' - 2"8' - 6"19' - 5"2' - 6"5' - 6"JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E104GENERALLIGHTINGDIMENSIONPLAN27707LWDGENERAL NOTESA. SYSTEMS WILL HAVE THE FOLLOWING PRIORITIES:a. LIGHTINGb. ACOUSTIC TILE CEILING SYSTEMc. SPRINKLER SYSTEMd. MECHANICAL SYSTEMSB. SEE SHEET E100 FOR FULL LIGHT FIXTURE SCHEDULE AND MOUNTING HEIGHTS.C. SEE SHEET A601 FOR CEILING TYPES.D. SEE SHEET E101 FOR THE SALES LIGHT FIXTURE IDENTIFICATION BREAKDOWN.3/32" = 1'-0"1GENERAL LIGHTING DIMENSION PLANE104 1REV DATE 1234567ABCDEFG7' - 0"9' - 8"9' - 3"7' - 3"9' - 10"3' - 8"6' - 0"5' - 5"1' - 8"4' - 9"9' - 8"1' - 8"BOPIS CLOSETVESTIBULESALES FLOORBREAKROOMCASH OFFICEGEN. OFFICECORRIDORJANITOR'S CLOSETMENSWOMENSRECEIVING AREASPRINKLER ROOMJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E105TRACK ANDPENDANTLIGHTINGDIMENSIONPLAN27707LWDGENERAL NOTESA. SYSTEMS WILL HAVE THE FOLLOWING PRIORITIES:a. LIGHTINGb. ACOUSTIC TILE CEILING SYSTEMc. SPRINKLER SYSTEMd. MECHANICAL SYSTEMSB. SEE SHEET E100 FOR FULL LIGHT FIXTURE SCHEDULE AND MOUNTING HEIGHTS.C. SEE SHEET A601 FOR CEILING TYPES.D. SEE SHEET E103 FOR THE SALES LIGHT FIXTURE IDENTIFICATION BREAKDOWN.3/32" = 1'-0"1TRACK AND PENDANT LIGHTING DIMENSION PLANE105 1REV DATE 6EFC1/A-8CASH OFFICEGENERALOFFICEBREAKROOMCORRIDORJANITOR'SCLOSETMEN'SWOMEN'SDE8E1E1DE8DE8E1E1E1KE9KE9OSC1/A-8C/A-8C/A-8C/A-8C1/A-8C1/A-8C/A-8C/A-8C/A-8C/A-8C1/A-8C/A-8C/A-8C/A-8C/A-8E6022KE9JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E106ENLARGEDLIGHTING PLANS27707LWDSHEET KEYNOTESE1 CEILING MOUNTED OCCUPANCY SENSOR FOR CONTROL OF LIGHT FIXTURES. REFER TOSYMBOL LEGEND ON E100 AND DETAIL 03/E501.E8 0-10V DIMMER MOUNTED AT 44" AFF. REFER TO DETAIL 3/E501.E9 OVERRIDE KEY SWITCH MOUNTED AT 44" AFF. REFER TO DETAIL 4/E501.1/4" = 1'-0"1OFFICE, BREAKROOM, & RESTROOM LIGHTING PLANE106 1REV DATE UTILITYTRANSFORMERSERVICEDISCONNECT1234567ABCDEFGPNL CE2021E2022E2023PNL BE2024CONDUIT DROPC-8C-8CONDUIT DROPC-1C-3C-5C-7PAPER FEATURE WALL20' - 0" AT 84" AFFCONDUIT DROPC-12C-18CONDUIT DROPC-18QUILT FEATURE WALL40' - 0" AT 107" AFFC-9C-11C-13C-15C-17CONDUIT DROPC-16C-16EMSPNL ASWITCHBOARDMDPE21C-20BOPIS CLOSETVESTIBULESALES FLOORBREAKROOMCASH OFFICEGEN. OFFICECORRIDORJANITOR'S CLOSETMENSWOMENSRECEIVING AREASPRINKLER ROOME23E23A-14E23A-14C-24E22C-10CONDUIT DROPC-14+84"E36MAGNETIC LED+84"MPE42E51MPE51E42HSMSE37E53+42"+84"+54"E40DOCK LEVELER CONTROLSDOCK LEVELER. ROUTE POWER TODOCK LEVELER MOTOR FOR NAV CONNECTION.C-41E61C-20JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E201POWER PLAN27707LWDGENERAL NOTESA. ELECTRICAL DETAILS FOR EACH SPECIFIC STORE FIXTURE WILL BE PROVIDED TO THE GENERAL CONTRACTOR BY TENANT'S CONSTRUCTION PROJECT MANAGER DURING THE 90% SITE VISIT.B. MANUFACTURED WIRING SYSTEM FOR POWER POLES SHALL BE RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL JOIST MEMBERS. RUNNING AT AN ANGLE AT THE BOTTOM OF STRUCTURAL MEMBERS IS NOT ALLOWED.C. POWER POLES ARE 18'-5" HIGH. PROVIDE AND INSTALL UNISTRUT VERTICALLY FROM TOP OF POWER POLE TO BOTTOM OF STRUCTURE, AND HORIZONTALLY TO STABILIZE TO NEAREST STRUCTURAL MEMBER.D. CIRCUITS FOR ISOLATED GROUND RECEPTACLES SHALL HAVE SEPARATE NEUTRAL AND EQUIPMENT GROUNDING CONDUCTOR NOT COMMON TO OTHER CIRCUITS.E. ALL CONDUIT FOR PHONE AND DATA WIRING SHALL BE 3/4" MINIMUM.F. POWER POLES, PLUGMOLD, DISTRIBUTION BOXES, MANUFACTURED WIRING SYSTEMS (IF APPLICABLE), AND PULL DOWN REELS SHALL BE PURCHASED THROUGH TENANT'S NATIONAL ACCOUNT VENDOR.G. CONTRACTOR IS RESPONSIBLE FOR EXTENDING 25-PAIR TELEPHONE/DATA TO TELEPHONE BACKBOARD, ALL TELEPHONE CONDUIT, OUTLETS WITH BLANK COVER PLATES AND PULL STRINGS AT BACK-OF-HOUSE AREA. TENANT'S VENDOR TO PROVIDE TELEPHONE/DATA PORTS AND WIRING.H. LABEL ALL OUTLETS, PLUGMOLD AND DISCONNECTS WITH CIRCUIT NUMBER. LABEL SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING.I. DO NOT INSTALL POWER POLES, PULL DOWN REELS, OR DROPS TO FIXTURING UNTIL STORE FIXTURE HAS BEEN INSTALLED BY TENANT'S FIXTURE INSTALLER.J. TENANT FINISH PLANS (FP-1 FLOOR FINISH AND LAYOUT FIXTURE PLANS) WILL BE ISSUED BY TENANT APPROXIMATELY 2 WEEKS AFTER THE 50% SITE VISIT.a. FINAL PLANS (MINOR CHANGES, WHEN APPLICABLE) WILL BE ISSUED BY THE TENANT APPROXIMATELY 2 WEEKS PRIOR TO START OF FIXTURE INSTALLATION/ CONSTRUCTION COMPLETION, AS DEFINED PER TENANT'S CONSTRUCTION SCHEDULE.K. COORDINATE WITH FIRE AND SECURITY ALARM NATIONAL ACCOUNT VENDOR FOR LOCATIONS OF EQUIPMENT REQUIRING 120V POWER.L. ALL NEUTRALS TO BE DEDICATED. SHARING OF NEUTRALS IS NOT PERMITTED.M. HARD (CONDUIT) DROPS ARE TO BE INSTALLED PER FIXTURE ELECTRIC DETAIL SHEETS. ALL HARD DROPS SHOULD BE MADE PER THE JAS FIXTURE ELECTRIC PLAN AT THE CLOSEST KNOCK OUT ON THE FIXTURE TOP CAP. FROM THE TOP CAP, HARD DROPS SHOULD TRANSITION TO FLEX BETWEEN THE PEG BOARD AND THE BASE OF THE GONDOLA. FOLLOW INDIVIDUAL FIXTURE MOUNTING INSTRUCTIONS FROM THAT POINT AS LISTED IN THE KEYNOTES.a. ONLY (1) DROP IS PERMITTED PER GONDOLA RUN REGARDLESS OF CIRCUITS. MOUNT JUNCTION BOX UNDER BASE DECK FOR MULTIPLE CIRCUITS.EXCEPTION: A PRICE CHECKER MAY BE LOCATED AT END CAP OF A GONDOLA RUN. THIS WILL REQUIRE A SEPARATE DROP FOR THAT SPECIFIC LOW VOLTAGE WIRING.b. ONLY PRICE CHECKER HARD DROPS ARE PERMITTED TO OCCUR AT THE END OF A GONDOLA RUN.JUNCTION BOX SCHEDULEPROVIDE JUNCTION BOX BEHIND STOREFRONT ABOVE VESTIBULE FOR SIGN. PROVIDE (2) 20A 120V CIRCUITS FOR "JOANN" AND "HANDMADE HAPPINESS" SIGNS. CIRCUITS SHALL BE ROUTED CONTROLLED BY EMS. PROVIDE AND INSTALL SIGN DISCONNECT PER NEC 600.2.PROVIDE JUNCTION BOX WITH (1) 20A 120V CIRCUIT FOR EACH SET OF ELECTRIC VESTIBULE DOORS. WIRE PER MANUFACTURER'S REQUIREMENTS.PROVIDE JUNCTION BOX AT DECK WITH (1) 20A 120V CIRCUIT. INSTALL (1) PULL DOWN REEL AND CONNECT TO JUNCTION BOX AFTER TENANT HAS SET FIXTURES IN PLACE.PROVIDE 4" SQUARE BOX AT DECK FOR CONNECTION TO NATIONAL ACCOUNT FURNISHED CAT6 DATA PULL DOWN CORD REEL. DATA JACK IN JUNCTION BOX PROVIDED BY JOANN COMMUNICATIONS VENDOR.PROVIDE/INSTALL JUNCTION BOX AT ROOF DECK FOR SIGN. PROVIDE/INSTALL (2) 20A 120V CIRCUITS FOR "JOANN" AND "HANDMADE HAPPINESS" SIGNS. CIRCUITS SHALL BE ROUTED CONTROLLED BY EMS. PROVIDE/INSTALL SIGN DISCONNECT PER NEC 600.2.3/32" = 1'-0"1POWER PLANE201 1J1J2J3J4J5REV DATESHEET KEYNOTESE21 RECEPTACLE FOR FIXTURE TYPE 'F'. REFER TO E101.E22 PROVIDE/INSTALL BUZZER IN SALES AND BOH AND PUSH BUTTON AT 54" AFF TOBOTTOM (LEFT OF THE INTERIOR ENTRY DOOR) INSIDE VESTIBULE. BUZZER TOSOUND IN BACK OF HOUSE CORRIDOR (ABOVE CEILING) AND IN MAIN SALES AREA.REFER TO DETAIL 06/E501.E23 PROVIDE/INSTALL BELL IN STOCK ROOM AND PUSH BUTTON AT 54" AFF TO BOTTOMOUTSIDE OF STOCK ROOM MAIN DOOR. BELL TO SOUND IN STOCK ROOM AND IN MAINSALES AREA. REFER TO DETAIL 05/E501.E36 PROVIDE/INSTALL CONDUIT DROP TO RECEPTACLE MOUNTED UNDER BASE DECKFOR JEWELRY LIGHTING CANOPY. COORDINATE EXACT LOCATION WITHCONSTRUCTION PROJECT MANAGER. THIS CIRCUIT MUST BE CONTROLLED."E37 PROVIDE/INSTALL 4" SQUARE BACK BOX FOR SECURITY SYSTEM MOTION SENSOR.(DEVICE PROVIDED/INSTALLED BY NATIONAL ACCOUNT VENDOR). MOUNTED TOBOTTOM OF JOIST OR CENTER OF NEAREST CEILING TILE.E40 PROVIDE/INSTALL (1) 3/4" CONCEALED CONDUIT AND SINGLE GANG BACK BOX(W/PULL STRINGS) FOR TELEPHONE WIRING.E42 PROVIDE/INSTALL +/-20' OF VERTICAL 1/2" EMT CONDUIT WITH SINGLE GANG BACKBOX MOUNTED AT 40" AFF TO BOTTOM OF BACK BOX (TYP. AT EACH EXIT DOOR,LATCH SIDE; FOR FIRE ALARM PULL STATION).E51 PROVIDE/INSTALL +/-15' OF VERTICAL 1/2" EMT CONDUIT TO 4" SQUARE BACK BOXMOUNTED IN WALL ON LATCH SIDE OF DOOR OPENING FOR SECURITY DOORCONTACT.E53 PROVIDE/INSTALL 4" SQUARE BACK BOX FOR HORN/STROBE DEVICE (DEVICEPROVIDED/INSTALLED BY NATIONAL ACCOUNT VENDOR), SURFACE MOUNTED INCENTER OF NEAREST CEILING TILE OR MOUNTED TO BOTTOM OF JOIST, ASAPPLICABLE.E61 RECEPTACLE MOUNTED 12" ABOVE DOOR AND OFFSET 12" FROM CENTER OF DOORFOR STOCKROOM DOOR CHIME POWER ADAPTOR. DBJ JJJJJJJDBJ2ABE31B-1B-3B-7B-9B-13B-13B-5B-11C-4C-2E24BTR LIGHT BOXES, WALLMOUNTED, TYPE OF 4. REFERTO INTERIOR ELEVATIONSFOR EXACT LOCATIONS.C-6C-6C-6C-6CONDUIT DROPE326EFG+34"C-28+34"C-26EWC+23", GFCIC-25HSHSHSMSC-24E37E53E22CASH OFFICEGENERALOFFICEBREAKROOMCORRIDORJANITOR'SCLOSETMEN'SWOMEN'SE42+38"+40"B-4B-2C-21+38"+40"B-6B-8B-10E81E82E78E42HSMSE37E53C-21E42C-23GFCI, +60"GFCI, +42"GFCI, +42"C-19C-21C-21HSE53PNL BPNL CEMSSERVICEDISCONNECTB-12B-14E49PNL ASWITCHBOARDMDPEWH-1C-22E53E53E46E47E58E5024B-16B-18B-204' - 0"8' - 0"MSE37E482CC-30C-30J2J2E22E39MPE43E42C-32E504DEE35E31E35E26E26J3C-33C-34C-34C-35C-35E54C-36C-36C-36C-36C-40C-40C-40C-38C-38C-38C-37C-37C-37C-39C-39C-39JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E202ENLARGEDPOWER PLANS27707LWDSHEET KEYNOTESE22 PROVIDE/INSTALL BUZZER IN SALES AND BOH AND PUSH BUTTON AT 54" AFF TO BOTTOM(LEFT OF THE INTERIOR ENTRY DOOR) INSIDE VESTIBULE. BUZZER TO SOUND IN BACK OFHOUSE CORRIDOR (ABOVE CEILING) AND IN MAIN SALES AREA. REFER TO DETAIL 06/E501.E24 PROVIDE JUNCTION BOX AT DECK WITH DUPLEX RECEPTACLE AT BOTTOM OF JOIST FORILLUMINATED 'BOPIS' SIGN.E26 PROVIDE/INSTALL (2) CONDUIT DROPS TO CUT BAR SIGN-IN STATION MOUNTED ASDIRECTED BY CONSTRUCTION PROJECT MANAGER.E31 DISTRIBUTION BOXES INSTALLED BY CONTRACTOR; POWER POLES PLACED BYCONTRACTOR BASED UPON FINAL FIXTURE PLAN LOCATION ISSUED BY TENANT. WHEREROOF JOISTS ARE HIGHER THAN THE TOP OF THE POWER POLES, SECURE POLE UTILIZINGUNISTRUT SECURED FROM TWO NEAREST ROOF JOISTS.E32 PROVIDE/INSTALL CONDUIT CONCEALED IN WALL TO 3" AFF. ROUTE CONDUIT UNDER BASEDECK TO DUPLEX RECEPTACLE MOUNTED UNDER BASE DECK IN THE FRONT OF SHELVINGFIXTURE FOR SODA COOLER. COORDINATE EXACT LOCATION WITH CONSTRUCTIONPROJECT MANAGER.E35 PROVIDE/INSTALL HARD DROP DOWN TO DUPLEX RECEPTACLE 1FT. ABOVE BASEDECK FOROTT LIGHT DISPLAY. COORDINATE EXACT LOCATION WITH CONSTRUCTION PROJECTMANAGER. THIS CIRCUIT MUST BE CONTROLLED.E37 PROVIDE/INSTALL 4" SQUARE BACK BOX FOR SECURITY SYSTEM MOTION SENSOR. (DEVICEPROVIDED/INSTALLED BY NATIONAL ACCOUNT VENDOR). MOUNTED TO BOTTOM OF JOISTOR CENTER OF NEAREST CEILING TILE.E39 PROVIDE/INSTALL +/-20' OF VERTICAL 1/2" EMT CONDUIT MOUNTED IN WALL AT TOP OFGLASS DOOR OPENING FOR SECURITY DOOR CONTACT.E42 PROVIDE/INSTALL +/-20' OF VERTICAL 1/2" EMT CONDUIT WITH SINGLE GANG BACK BOXMOUNTED AT 40" AFF TO BOTTOM OF BACK BOX (TYP. AT EACH EXIT DOOR, LATCH SIDE; FORFIRE ALARM PULL STATION).E43 PROVIDE/INSTALL (2) +/-20' OF VERTICAL 1/2" EMT CONDUIT TO ROOF DECK WITH (1) SINGLEGANG AND (1) 4" SQUARE BACK BOX MOUNTED 60" AFF TO BOTTOM OF BACK BOX FORSECURITY KEYPAD (SINGLE GANG BOX) AND FIRE ALARM ANNUNCIATOR (4" SQUARE BOX)PER PLAN.E46 PROVIDE/INSTALL A 2-GANG BOX WITH SINGLE GANG PLASTER RING FOR EACH REMOTETEST SWITCH MOUNTED ON PLYWOOD BACK BOARD (SUPPLEMENTAL EQUIPMENT BOARD).PROVIDE/INSTALL +/-20' OF VERTICAL 3/4" EMT CONDUIT FROM BOXES TO ROOF DECK (SEEDETAIL 04/E502.E47 PROVIDE/INSTALL (4) +/-20' OF VERTICAL 3/4" EMT CONDUIT TO KNOCK-OUTS ON TOP OF THEFIRE ALARM AND SECURITY PANELS LOCATED ON SUPPLEMENTAL EQUIPMENT BOARD. 2FOR EACH (SEE DETAIL 04/E502).E48 PROVIDE/INSTALL (3) 2" CONDUIT STUB/SLEEVES BETWEEN STOCK ROOM AND SALES FLOORFOR VOICE, PAGING, AND CCTV WIRING. ALIGN SLEEVES WITH SUPPLEMENTAL EQUIPMENTBOARD LOCATION. LOCATE CONDUITS AT SAME HEIGHT AS BOTTOM OF JOIST. COORDINATEFINAL LOCATION WITH NATIONAL ACCOUNT VENDOR.E49 PROVIDE/INSTALL (2) 2" CONDUIT STUB/SLEEVES BETWEEN GENERAL OFFICE AND SALESFLOOR FOR DATA WIRING. LOCATE CONDUIT SAME HEIGHT AS BOTTOM OF JOIST. ALIGNSLEEVE WITH DATA RACK ON OFFICE WALL. COORDINATE FINAL LOCATION WITH NATIONALACCOUNT VENDOR.E50 PROVIDE/INSTALL (1) 1" CONDUIT STUB/SLEEVE THROUGH FRONT WALL ABOVE VESTIBULEFOR CCTV WIRING. WHEN THE EXTERIOR CANOPY IS 12'-0" AFF AND ABOVE, LOCATE THECONDUIT/CAMERA UNDER THE CANOPY; WHEN THE CANOPY IS UNDER 12'-0" AFF, LOCATETHE CONDUIT/CAMERA AT LEVEL EQUAL TO BOTTOM OF JOISTS ON THE RIGHT OF FACADEELEMENT. IF THERE IS NO CANOPY, LOCATE THE CAMERA AT LEVEL EQUAL TO BOTTOM OFJOISTS ON THE RIGHT OF FACADE ELEMENT. FINAL LOCATION TO BE DECIDED ON SITE ANDAPPROVED BY CONSTRUCTION PROJECT MANAGER.E53 PROVIDE/INSTALL 4" SQUARE BACK BOX FOR HORN/STROBE DEVICE (DEVICEPROVIDED/INSTALLED BY NATIONAL ACCOUNT VENDOR), SURFACE MOUNTED IN CENTER OFNEAREST CEILING TILE OR MOUNTED TO BOTTOM OF JOIST, AS APPLICABLE.E54 (4) DUPLEX RECEPTACLES AND DATA JUNCTION BOX FOR CUT BAR TVs. MOUNT TO TOPHORIZONTAL CROSSBAR OF TV FRAME AT APPROX. 11'-4" AFF. DATA PORTS ANDASSOCIATED DATA WIRING FURNISHED BY JOANN COMMUNICATIONS VENDOR.E58 PROVIDE/INSTALL (1) 3/4" CONDUIT AND SINGLE GANG JUNCTION BOX (W/PULL STRINGS) 40"AFF TO BOTTOM AT SUPPLEMENTAL BOARD FOR STOCK ROOM SPEAKER VOLUME CONTROLATTENUATOR. REFER TO DETAIL 04/E502.E78 PROVIDE/INSTALL (1) 3/4" CONDUIT AND SINGLE GANG JUNCTION BOX (W/PULL STRINGS)WITH MUD RING FOR DATA WIRING. J-BOX SHALL BE INSTALLED 45" AFF TO CENTERLINE,BELOW DATA RACK ON WALL WITH COMPUTER WORK STATIONS IN GENERAL OFFICE.E81 PROVIDE/INSTALL (1) 2" CONDUIT (W/PULL STRING) AND 4x4 JUNCTION BOX WITH COVER PERCONSTRUCTION MANNUAL AT 56" AFF TO CENTERLINE, BEHIND DATA RACK ON GENERALOFFICE WALL WITH COMPUTER WORK STATIONS.E82 PROVIDE/INSTALL ISOLATED GROUND QUAD RECEPTACLE AT 56" AFF TO CENTERLINE,BEHIND DATA RACK ON GENERAL OFFICE WALL WITH COMPUTER WORK STATIONS.##1/4" = 1'-0"1CASH WRAP POWER PLANE202 11/4" = 1'-0"2OFFICE, BREAKROOM, & RESTROOM POWER PLANE202 21/4" = 1'-0"3VESTIBULE POWER PLANE202 3REV DATE1/4" = 1'-0"4CUT BAR POWER PLANE202 4 JJSRTU, REFER TO MECHANICAL SET FOR ADDITIONAL INFORMATIONE66E66E74E65E761234567ABCDEFGE72RTU-2RTU-3RTU-4MDP-6RTU-5MDP-7RTU-6MDP-8MDP-4MDP-5C-27C-29,31A-4A-6A-4A-6A-4CONNECT ALL RTU RECEPTACLESTO NEW CIRCUIT AS SHOWN, TYP.A-12EF-1E3012E72TYPSRTU-2SSRTU-7RTU-5TYPRTU-8RTU-9RTU-7RTU-10SRTU-6SRTU-4SRTU-8MDP-10A-4MDP-11A-6MDP-9A-6MDP-12A-6SRTU-3SRTU-9SRTU-10E67UH-1SUH-1CH-1SCH-1E77E71E70NOTE: RTU-1DEMOLISHEDE75JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E301MECHANICALEQUIPMENTPOWER PLAN27707LWDGENERAL NOTESA. COORDINATE CIRCUIT, DISCONNECT, AND STARTER SIZE(S) AND TERMINATION LOCATION(S) PRIOR TO ROUGH-IN.B. COORDINATE LOCATIONS OF TEMPORARY T-STATS/TEMPERATURE SENSORS WITH STORE MERCHANDISE FIXTURE LAYOUT PLAN, UTILIZING COLUMNS THAT ARE NOT ENCLOSED BY STORE MERCHANDISE. ALL DEVICES TO FACE REAR OF STORE, HOWEVER, LOCATE DEVICES ON SIDES OF COLUMNS, IF NECESSARY, TO AVOID MERCHANDISE SHELVING. NO TEMPORARY T-STATS/TEMPERATURE SENSORS SHALL BE LOCATED ON PERIMETER SALES WALLS.C. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SURFACE-MOUNTED CONDUIT, WIRE AND OUTLET BOX FOR TEMPORARY THERMOSTAT LOCATIONS. TENANT'S NATIONAL ACCOUNT EMS VENDOR WILL INSTALL PERMANENT TEMPERATURE SENSORS AND REMOVE TEMPORARY THERMOSTATS. COORDINATE WITH MECHANICAL PLANS FOR TEMPORARY T-STAT LOCATIONS.D. ELECTRICAL CONTRACTOR SHALL PROVIDE SURFACE-MOUNTED CONDUIT WITH PULL WIRE AND OUTLET BOX AT CO2 SENSOR LOCATION. OUTLET BOX TO FACE REAR OF STORE. TENANT'S EMS SYSTEM NATIONAL ACCOUNT VENDOR WILL INSTALL WIRE AND SENSOR. COORDINATE SITE-SPECIFIC LOCATION, NEAR CENTER OF SALES AREA, WITH TENANT'S FIXTURE LAYOUT PLAN AND VENDOR.E. EXHAUST FAN(S) SHALL BE CONTROLLED BY THE EMS SYSTEM.F. ALL WORK ON THIS SHEET REGARDING TEMPORARY T-STATS AND CONTROLS SHALL BE COMPLETED PRIOR TO TENANT'S EMS NATIONAL ACCOUNT VENDOR COMMENCING WORK.G. SEAL ALL PENETRATIONS WEATHER-TIGHT.H. REFER TO EMS SYSTEM INFORMATION ON M201 FOR ADDITIONAL WORK REQUIRED BY THE EC.SHEET KEYNOTESE65 ROOFTOP UNIT DUCT SMOKE DETECTOR INTEGRAL TO UNIT. PROVIDE INTERLOCKWIRING FOR SHUTDOWN. DUCT DETECTOR CONNECTION TO FIRE ALARM SYSTEM BYTENANT'S FIRE ALARM VENDOR UNDER A SEPARATE CONTRACT.E66 ROOFTOP UNIT IS PROVIDED WITH INTEGRAL DISCONNECT AND UNPOWEREDWEATHERPROOF GFCI CONVENIENCE RECEPTACLE. SEE MECHANICAL SCHEDULESFOR ADDITIONAL INFO. REFER TO ONE-LINE DIAGRAM ON E701 FOR WIRING OF UNIT.E67 ELECTRICAL CONTRACTOR SHALL SURFACE INSTALL CONDUIT AND JUNCTION BOX AT84" AFF TO BOTTOM OF BOX AND WIRE FOR TEMPORARY THERMOSTAT LOCATION.CONDUIT AND WIRE SHALL BE ROUTED TO RESPECTIVE AC UNIT. WIRE SHALL BE8C/#18. VERIFY EXACT WIRE REQUIREMENTS WITH TENANT'S EMS NATIONAL ACCOUNTVENDOR. VERIFY EXACT LOATION WITH MECHANICAL CONTRACTOR PRIOR TOINSTALLATION. JUNCTION BOX TO FACE REAR OF STORE. MECHANICAL CONTRACTORSHALL SET TEMPORARY THERMOSTAT AT THIS 84" AFF LOCATION. TENANT'S EMSNATIONAL ACCOUNT VENDOR WILL SET PERMANENT TEMPERATURE SENSORS ANDREMOVE TEMPORARY THERMOSTATS.E70 ELECTRICAL CONTRACTOR TO INSTALL CONDUIT AND JUNCTION BOX AT 84" AFF TOBOTTOM OF BOX AND WIRE FOR TEMPORARY THERMOSTAT FOR AC. CONDUIT ANDWIRE SHALL BE ROUTED TO AC AS LABELED. WIRE SHALL BE 8C/#18. TENANT'SNATIONAL ACCOUNT VENDOR TO SET PERMANENT TEMPERATURE SENSOR.E71 ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AND PULLSTRING FROM EACH ACUNIT FOR SALES FLOOR AND 2-GANG JUNCTION BOXES, (1) PER UNIT, AS SHOWN ONEQUIPMENT ELEVATION, DETAIL 04/E502, FOR REMOTE DUCT SMOKE DETECTOR TESTSTATIONS. FIRE ALARM DEVICES AND WIRING PROVIDED BY TENANT'S FIRE ALARMVENDOR.E72 EXHAUST FAN AND UNIT HEATER TO BE CONTROLLED BY EMS SYSTEM. REFER TOPANEL SCHEDULES ON E601.E74 PROVIDE/INSTALL JUNCTION BOX AT EACH ROOFTOP UNIT WITH 3/4" FLEX CONDUITWITH PULL STRING FROM UNIT THROUGH ROOF DOWN TO JUNCTION BOX FOR DUCTSMOKE DETECTOR WIRING. WIRING INSTALLED BY NATIONAL ACCOUNT VENDOR.MOUNT BOX TO BOTTOM OF JOIST. SEAL ALL CONDUIT PENETRATIONS THROUGHROOF.E75 PROVIDE/INSTALL A JUNCTION BOX AT 96" AFF TO BOTTOM OF BOX WITH CONDUITAND PULL STRING FOR VESTIBULE TEMPERATURE SENSOR. WIRE AND SENSOR BYEMS NATIONAL ACCOUNT VENDOR.E76 ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL 3/4" FLEX CONDUIT WITH PULLSTRING FROM ROOF CURB STUBBED INTO CEILING SPACE FOR EMS WIRING. SEAL ALLCONDUIT PENETRATIONS THROUGH ROOF.E77 ELECTRICAL CONTRACTOR SHALL PROVIDE A JUNCTION BOX AT 84" AFF TO BOTTOMOF BOX WITH CONDUIT AND PULL STRING FOR STOCK ROOM TEMPERATURE SENSORADJACENT TO THERMOSTAT. WIRE AND SENSOR BY EMS NATIONAL ACCOUNTVENDOR.NTSRTU CONNECTIONS23/32" = 1'-0"1MECHANICAL EQUIPMENT POWER PLANE301 1REV DATE WattStopperBZ-50 POWERPACKLOADSYMBOL ON PLAN -PPWHITEBLACKNEUTRALHOTBLACKREDBLUECOMMON+24VDCCONTROL OUTPUT0-10V DIMMINGLED DRIVERLINE VOLTAGE, 60HzWattStopperDT-205 WALLMOUNTED DUALTECHNOLOGYSENSORSYMBOL ON PLAN -OSLIGHTING CONTROL COMPONENTS FURNISHED WITHLIGHT FIXTURES BY NATIONAL ACCOUNT VENDOR AND INSTALLEDAND WIRED BY THE EC.NEUTRAL (WHITE)LOAD (RED)WattStopperBZ-50 POWERPACKGROUNDLOADWattStopper ADF-120277 0-10V DIMMER(DIMMING ONLY, NO ON/OFF CONTROL)SYMBOL ON PLAN -PPWHITEBLACKNEUTRALHOTBLACKREDBLUECOMMON+24VDCCONTROL OUTPUTCOMMON+24VDCCONTROL OUTPUT0-10V DIMMINGLED DRIVERCLASS 2 0-10V CONTROL WIRING,(2)#18AWG PLENUM RATEDLINE VOLTAGE, 60HzWattStopperDT-305 CEILINGMOUNTED DUALTECHNOLOGYSENSORWattStopperDT-305 CEILINGMOUNTED DUALTECHNOLOGYSENSORSYMBOL ON PLAN -DSYMBOL ON PLAN -SYMBOL ON PLAN -LVLVLIGHTING CONTROL COMPONENTS FURNISHED WITHLIGHT FIXTURES BY NATIONAL ACCOUNT VENDOR AND INSTALLEDAND WIRED BY THE EC.NEUTRAL (WHITE)LOAD (RED)VIOLETGREYGROUNDLOADNEUTRALLINEGROUNDLOADWattStopperDT-355SYMBOL ON PLAN -WattStopper ADF-120277 0-10V DIMMER(DIMMING ONLY, NO ON/OFF CONTROL)CLASS 2 0-10V CONTROL WIRING(2) #18 AWG PLENUM RATEDSYMBOL ON PLAN -DLIGHTING CONTROL COMPONENTS FURNISHED WITH LIGHTFIXTURES BY NATIONAL ACCOUNT VENDOR AND INSTALLEDAND WIRED BY THE EC.LOADNEUTRALLINEGROUNDLOADWattStopperDT-355SYMBOL ON PLAN -LIGHTING CONTROL COMPONENTS FURNISHED WITH LIGHTFIXTURES BY NATIONAL ACCOUNT VENDOR AND INSTALLEDAND WIRED BY THE EC.KPROVIDE OVERRIDE KEY SWITCH WIRED IN PARALLELWITH RELAY CONTACT. LOCATE SWITCH IN ROOMWHERE SHOWN ON PLAN.24VSEC120V PRILINENEUTRALTRANSFORMER: EDWARDS #592(MOUNT PLATE: #593)REAR SERVICE MAIN DOOR PUSH BUTTONEDWARDS #852SYMBOL ON PLANS -BELL IN SALES AREAEDWARDS #340-4G5BELL IN STOCK ROOMEDWARDS #340-4G5NOTE:TRANSFORMER, PUSH BUTTON, AND BELLS ORDERED THROUGH JO-ANN NATIONAL ACCOUNT VENDOR AND INSTALLED & WIRED BY THE EC.24VSEC120V PRILINENEUTRALTRANSFORMER: EDWARDS #592(MOUNT PLATE: #593)VESTIBULE PUSH BUTTONEDWARDS #852SYMBOL ON PLANS -BUZZER IN SALES AREAEDWARDS #B8699-G5BUZZER IN BOH CORRIDOR (ABOVE CEILING)EDWARDS #B8699-G5NOTE:TRANSFORMER, PUSH BUTTON, AND BUZZERS ORDERED THROUGH JO-ANN NATIONAL ACCOUNT VENDOR AND INSTALLED & WIRED BY THE EC.12'-9" AFF TO BOTTOMOF LED DRIVER HOUSINGUNLESS OTHERWISENOTED ON E1001/4"x1-1/4" FENDER WASHERS (THIN)MOUNTING BRACKET SUPPLIED WITH FIXTUREREFLECTOR, 2 PER FIXTURELENS SURROUNDING LED ARRAY1/4" IP-KFTs (25)3/32" GALV. AIRCRAFT CABLE(2 PER FIXTURE) HANGER WIRE1" GRCPIPE HANGERBEAM CLAMPBAR JOIST OR UNISTRUTPROVIDED BY NATIONALACCOUNT VENDOR;INSTALLED BY GC/ECCROSS SECTION VIEWBAR JOIST OR BEAMBEAM CLAMP PROVIDED BY GC1" SPRING STEEL PIPE HANGER PROVIDED BY GC1" PIPE SUPPORT RUNS FULL LENGTH OF LIGHTING ROW; PROVIDED BY GC1" PIPE HANGER WITH NUT AND BOLT; PROVIDED BY GCTHREADED PIPE COUPLINGS AND ENDCAPS AS REQUIRED; PROVIDED BY GC1/4"-20 x 3/8" SCREWSSWAGED SLEEVECEILING COUPLERPROVIDED BY NATIONALACCOUNT VENDOR; INSTALLED BY GC/ECNOTE:ELECTRICAL CONTRACTOR SHALL NOT INSTALL HANGING SYSTEM FROM THE METAL DECK. INSTALL SUSPENDED LIGHT FIXTURES AS DETAILED TO BOTTOM OF JOIST/BEAM AND PIPE AS REQUIRED. ONE (1) SHARED HANGER WIRE FOR ADJACENT FIXTURES UNO.SEE ENLARGED DETAIL TO RIGHTGENERAL NOTESA. LIGHT FIXTURE PIPE SUPPORT IS NOT AND SHALL NOT BE USED AS AN ELECTRICAL RACEWAY.B. PIPE SUPPORT SHALL BE 1" GALVANIZED RIGID CONDUIT (GRC). PIPE LESS THAN 1" DIAMETER IS NOT PERMITTED.C. EMT OR PVC PIPE IS NOT PERMITTED AND SHALL NOT BE USED.D. THE PIPE SHALL BE SUPPORTED AT EACH JOIST OR BEAM WITH A BEAM CLAMP OR PIPE HANGER LISTED FOR THE SPECIFIC USE.HANGER WIREJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E501WIRINGDIAGRAMS ANDDETAILS27707LWDNTSCREATOR'S STUDIO DRESSING ROOMLIGHTING CONTROL1NTSLIGHTING CONTROL WIRING DIAGRAM "A" -STOCK ROOM2NTSLIGHTING CONTROL WIRING DIAGRAM "B"3NTSLIGHTING CONTROL WIRING DIAGRAM "C"4NTSBELL WIRING DIAGRAM5NTSBUZZER WIRING DIAGRAM6WattStopper TECHNICAL SUPPORT1-800-879-8585, OPTION 31. THE EC SHALL THOROUGHLY REVIEW THE INSTALLATION INSTRUCTIONS PRIOR TO STARTING INSTALLATION OF THE EQUIPMENT. FOR QUESTIONS REGARDING WIRING OF DEVICES, CONTACT TECHNICAL SUPPORT USING TELEPHONE NUMBER LISTED ABOVE. INSTALL AND WIRE ALL DEVICES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.2. UPON COMPLETION OF INSTALLATION AND PROGRAMMING OF SYSTEM, THE EC SHALL INSTRUCT THE OWNER ON THE OPERATION OF THE SYSTEM.NTSLIGHT FIXTURE MOUNTING DETAIL AT SALES FLOOR -TYPES B/B1/B2/B37REV DATE PANEL MDPPANEL C3' - 6" (42")WORKING CLEARANCEKEEP CLEAR(42" MIN. PER NEC)BASE PLAN VIEW IFS ASSEMBLYE5023PANEL APANEL BVOICE RACKDVRSUPPLEMENTAL EQUIPMENTE5024EMS & LIGHTING CONTROLS1' - 1" (13")FRONT ELEVATIONNOTES:A. FRONT ACCESS/ FRONT AND REAR ALIGN. SYSTEM VOLTAGE: 208/120V 3-PHASE 4-WIREB. MAIN BUS: 400A, NEUTRAL BUS: 400AC. SWITCHBOARD CONSTRUCTION MEETS UL-891 ENCLOSURE: TYPE 1 FINISH: ANSI-61D. SHIPS IN THREE SECTIONS. 'PLUG AND PLAY' CONNECTIONS BY EC IN THE FIELDE6021PANEL APANEL BPANEL MDPPANEL C1' - 8" (20")2' - 2" (26")3' - 0" (36")1' - 8" (20")2' - 2" (26")1' - 8" (20")5' - 2" (62")SECTION NUMBERWIDTHSHIPPING SECTION7' - 6" (90")1243INCOMING ELECTRICAL SERVICE CONDUITS SHALL ENTER TOP OF MDP.1' - 8" (20")2' - 2" (26")1' - 8" (20")FORWARD PHASE DIMMING SECTION5(1) 3/4" EMT CONDUIT TO ROOF DECK FOR EMS WIRINGEMS PANEL6LIGHTING RELAY PANEL1' - 8" (20")4"10"6B-12DVR LOCKBOX21"Wx13"Hx24"D12' - 0" CLEARREQUIREDCLEAR SPACEB-145VOICE RACKCIRCUIT B-14124"Wx36"Hx18"D1POWERSUPPLYCKT B-16FACPCIRCUIT B-1816.65"Wx19"H17' - 6"8' - 0"2' - 6"4' - 0"6' - 6"SECURITYRELAYB-20SECURITYPANELCKT B-2012.5"Wx14.5"H1FACP BATTERY BOX115213PHONE BLOCKPHONE BLOCKPHONE BOARDSPACE9871211104414143UNIT DEPTH (UD)UD - 6.44" TYPUNIT WIDTH (UW)UW - 4.70" TYPUW + 3.50" TYP6.00" TYPREAR OF UNITFRONT OF UNITLOCATIONS FOR TIE-DOWN CLIPS. PROVISIONS FOR 1/2 INCH ANCHOR BOLTS. GRADE 5 TORQUED AT 50 FT/LBS.HOLES ARE ONLY REQUIRED AT THE EXTREME LEFT AND RIGHT OF THE SWITCHBOARD LINEUP. CONTACT VENDOR FOR LOW VOLTAGE SWITCHBOARD SEISMIC GUIDELINES. TYP OF 4.NOTES:A. FINISHED FOUNDATION'S SURFACE SHALL BE LEVEL WITHIN 0.0125 INCH IN 36 INCHES LEFT-TO-RIGHT, FRONT-TO-BACK, AND DIAGONALLY, AS MEASURED BY A LASER LEVEL.B. CLEARANCE FROM WALLS (NOT REAR ACCESSIBLE) -MINIMUM OF 1/2 INCH.C. ANCHORING 'UNIT' IS A SHIPPED SECTION UNIT, AS NOTED ON THE ELEVATION VIEW.D. ALL UNITS SHALL RECEIVE SEISMIC ANCHORING AS SHOWN.JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E502IFS DETAILS,SUPPLEMENTALEQUIPMENTDETAILS ANDELEVATIONS27707LWD3/4" = 1'-0"1OVERALL POWER EQUIPMENT PLAN VIEWE502 13/4" = 1'-0"3IFS ELEVATIONE502 3GENERAL NOTESA. INTEGRATED FACILITIES SWITCHBOARD (IFS) IS MANUFACTURED AND SHIPPED IN THREE SECTIONS BY THE VENDOR. GENERAL CONTRACTOR/ELECTRICAL SUBCONTRACTOR ARE RESPONSIBLE FOR OFF-LOADING AND INSTALLATION.B. NOTIFY VENDOR OF ANY LOW CLEARANCE OR TIGHT TURNING RADIUS AREAS REQUIRED TO BE MANEUVERED TO INSTALL THE EQUIPMENT IN PLACE.C. PLYWOOD BACK BOARDS SHALL BE INSTALLED ADJACENT TO THE IFS FOR THE INSTALLATION OF TENANT-REQUIRED SUPPLEMENTAL EQUIPMENT. BOARDS SHALL BE MOUNTED ON WALL AS SHOWN AND AREAS FOR EACH PANEL AND/OR PIECE OF EQUIPMENT BLOCKED OUT. PANEL AND/OR EQUIPMENT ARE INSTALLED BY VARIOUS PERSONS; ELECTRICAL CONTRACTOR, NATIONAL ACCOUNT VENDORS, TENANT, ETC.D. PLYWOOD BACKBOARD SHALL BE INSTALLED IMMEDIATELY UPON START OF CONSTRUCTION. EXTENDING TENANT'S PHONE SERVICE FROM UTILITY DEMARC/PEDESTAL TO THIS BACKBOARD SHALL FIRST PRIORITY TO ALLOW TENANT SUFFICIENT LEAD TIME TO ORDER SERVICE. COORDINATE WITH TENANT'S CONSTRUCTION MANAGEMENT SPECIALIST.E. 15'-0" LINEAR WALL AREA AND 15'-0" x 6'-0" FLOOR AREA SHALL BE DEDICATED FOR IFS SWITCHBOARD AND TENANT-SPECIFIC SUPPLEMENTAL EQUIPMENT.F. PIPE RAILING PROTECTION IN FRONT OF THE POWER EQUIPMENT AREA SHALL BE AS SPECIFIED ON THE DRAWINGS.G. CIRCUIT ASSIGNMENTS IN PANELS SHALL REMAIN AS INSTALLED AT THE FACTORY AND SHALL NOTBE REARRANGED IN THE FIELD.EQUIPMENT KEYNOTES1. FURNISHED AND INSTALLED BY NATIONAL ACCOUNT VENDOR. POWER WIRING TO EQUIPMENT BY EC.2. DUCT SMOKE DETECTOR REMOTE TEST STATIONS (ONE PER ROOF TOP UNIT, UNLESS CODE DICTATES BOTH SUPPLY AND RETURN MUST BE MONITORED) WITH 3/4" EMT CONDUIT BETWEEN EACH.3. PROVIDE AND INSTALL A 40" LENGTH OF 6" DIAMETER PVC WITH END CAPS (FOR AS-BUILT DRAWINGS); TO BE MOUNTED HORIZONTALLY TO THE SUPPLEMENTAL EQUIPMENT WALL 10" AFF. ATTACH TUBE TO SOLID, WOOD BLOCKING WITH HEAVY-DUTY METAL PIPE CLAMP, SIZED FOR A 6" DIAMETER PIPE.4. PROVIDE/INSTALL (1) 3/4" CONDUIT AND SINGLE GANG JUNCTION BOX (W/PULL STRING) 40" AFF TO BOTTOM FOR STOCK ROOM SPEAKER VOLUME CONTROL ATTENUATOR.5. QUAD RECEPTACLE LOCATION FOR VOICE RACK.6. QUAD OUTLET LOCATION FOR DVR.7. (2) 8" H x 4' W x 3/4" D F.R.T. PLYWOOD BOARDS (ONE RIPPED TO 2'-6" WIDE) PAINTED GREY WITH FIRE RETARDANT PAINT.8. 2" CONDUIT WITH PULL STRING FROM MAIN PHONE COMPANY SERVICE DEMARC LOCATION WITH 25-PAIR CABLE.9. 3/4" EMT CONDUIT WITH #6 GRD WIRE FROM MDP GROUND BAR. REFER TO SERVICE GROUNDING DETAIL ON SHEET E701.10. (2) 3/4" EMT CONDUITS TO ROOF DECK FOR FIRE ALARM PANEL.11. (1) 3/4" EMT CONDUIT TO ROOF DECK FOR EMS WIRING.12. (2) 3/4" EMT CONDUITS TO ROOF DECK FOR SECURITY PANEL.13. (1) 3/4" EMT CONDUIT TO ROOF DECK FOR REMOTE TEST STATIONS.14. ELECTRICAL CONTRACTOR TO INSTALL CONDUIT AND JUNCTION BOX AT 84" AFF TO BOTTOM OF BOX AND WIRE FOR TEMPORARY THERMOSTAT FOR RTU-6. CONDUIT AND WIRE SHALL BE ROUTED TO RTU-6. WIRE SHALL BE 8C/#18. TENANT'S NATIONAL ACCOUNT VENDOR TO SET PERMANENT TEMPERATURE SENSOR.15. DUPLEX OUTLET LOCATION FOR SECURITY PANEL.#3/4" = 1'-0"4SUPPLEMENTAL EQUIPMENT ELEVATIONE502 4NTSTYP. ANCHOR PLAN FOR NEMA 1 SEISMICSTRUCTURES2REV DATE JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E601PANELSCHEDULES27707LWDGENERAL NOTESA. PROVIDE A PRINTED DIRECTORY OF ALL FINAL CIRCUIT ASSIGNMENTS, INSIDE PLASTIC SLEEVE ATTACHED TO PANEL DOOR.B. PROVIDE GROUND WIRE IN ALL RACEWAYS.C. ALL RACEWAYS SHALL BE SIZED PER NEC.D. CONSOLIDATION OF CIRCUITS FOR HOMERUNS TO PANELS SHALL COMPLY WITH ALL NEC REQUIRED DERATING FACTORS.E. CIRCUIT ASSIGNMENTS IN PANELS SHALL REMAIN AS INSTALLED AT THE FACTORY AND SHALL NOTBE REARRANGED IN THE FIELD.PANEL NOTES (#)1. LEAVE BREAKER IN THE "OFF" POSITION FOR SPARE BREAKER.2. REFER TO ONE-LINE DIAGRAM ON E701 FOR CONDUIT AND WIRE SIZE.3. PROVIDE BREAKER LOCK-OFF DEVICE FOR MAINTENANCE.4. NOT USED.5. NOT USED.6. PROVIDE BREAKER LOCK-ON DEVICE FOR CRITICAL LOADS.7. CONNECTED TO CONTROLLABLE BREAKER FOR CONTROL BY EMS. REFER TO LIGHTING CONTROLS SHOWN THIS SHEET.8. NOT USED.9. TERMINATE GROUND ON ISOLATED GROUND BUS.10. REFER TO ONE-LINE DIAGRAM KEYNOTES FOR FAULT CURRENT REQUIREMENTS.11. WIRE SIZE HAS BEEN INCREASED DUE TO VOLTAGE DROP.LIGHTING CONTROL PANEL SCHEDULELOAD DESCRIPTION EMS INPUT PANEL/CKT #LOW LEVEL LIGHTS (7) EMS2 A-13LOW LEVEL LIGHTS (7) EMS2 A-15LOW LEVEL PERIMETER (7) EMS2 A-17CUT BAR SCOREBOARD (7) EMS3 C-36PAPER FEATURE WALL (7) EMS3 C-1PAPER FEATURE WALL (7) EMS3 C-3PAPER FEATURE WALL (7) EMS3 C-5PAPER FEATURE WALL (7) EMS3 C-7QUILT FEATURE WALL (7) EMS3 C-9QUILT FEATURE WALL (7) EMS3 C-11QUILT FEATURE WALL (7) EMS3 C-13QUILT FEATURE WALL (7) EMS3 C-15QUILT FEATURE WALL (7) EMS3 C-17SALES LIGHTS (7)EMS3 A-1SALES LIGHTS (7)EMS3 A-3SALES LIGHTS (7)EMS3 A-5SALES LIGHTS (7)EMS3 A-7SALES PERIMETER LIGHTS (7) EMS3 A-11SALES PERIMETER LIGHTS (7) EMS3 A-9SALES PERIMETER TRACK (7) EMS3 A-28STUDIO TRACK LIGHTS (7) EMS3 A-27VESTIBULE LIGHTS (7) EMS3 A-2EXTERIOR LIGHTS (7) EMS5 A-16CH-1 (3,7,11)EMS7 C-29,31UH-1EMS8 C-27INPUTDESCRIPTIONSCHEDULE CYCLE ONSCHEDULE CYCLE OFFEMS1EXTERIOR SIGNAGE07:00 -23:00 & PHOTOCELL23:00 -07:00EMS2LOW LEVEL / EMPLOYEE LIGHTSSECURITY SYSTEM DISARMEDSECURITY SYSTEM ARMEDEMS3SALES / GENERAL LIGHTS15 MINUTES PRIOR TO OPENING15 MINUTES AFTER CLOSINGEMS4SPARE--EMS5EXTERIOR WALL PACKSDUSKDAWNEMS6SPARE--EMS7CABINET HEATER (VESTIBULE)TEMP SENSOR < 65°FTEMP SENSOR > 65°FEMS8UNIT HEATER (WAREHOUSE)TEMP SENSOR < 65°FTEMP SENSOR > 65°FREV DATEPER NEC ARTICLE 220 FEEDER LOAD 9.36 KVA 25.98 AMPSTOTAL LOAD 9.36 KVA 25.98 AMPSTOTAL CONNECTED 39.92 16.50 23.42 AMPSTOTAL CONNECTED 4.68 1.98 2.70 KVA41 SPARE (1) -- -- 20 A 10.00 0.00 1 20 A -- -- SPARE (1) 4239 SPARE (1) -- -- 20 A 1 0.00 0.00 1 20 A -- -- SPARE (1) 4037 SPARE (1) -- -- 20 A 1 0.00 0.001 20 A -- -- SPARE (1) 3835 SPARE (1) -- -- 20 A 10.00 0.00 1 20 A -- -- SPARE (1) 3633 SPARE (1) -- -- 20 A 1 0.00 0.00 1 20 A -- -- SPARE (1) 3431 SPARE (1) -- -- 20 A 1 0.00 0.001 20 A -- -- SPARE (1) 3229 SPARE (1) -- -- 20 A 10.00 0.00 1 20 A -- -- SPARE (1) 3027 SPARE (1) -- -- 20 A 1 0.00 0.00 1 20 A -- -- SPARE (1) 2825 SPARE (1) -- -- 20 A 1 0.00 0.001 20 A -- -- SPARE (1) 2623 SPARE (1) -- -- 20 A 10.00 0.00 1 20 A -- -- SPARE (1) 2421 SPARE (1) -- -- 20 A 1 0.00 0.00 1 20 A -- -- SPARE (1) 2219 SPARE (1) -- -- 20 A 1 0.00 0.181 20 A SECURITY PANEL (6,9) 2017 SPARE (1) -- -- 20 A 10.00 0.18 1 20 A FACP (6,9) 1815 SPARE (1) -- -- 20 A 1 0.00 0.18 1 20 A FACP POWER SUPPLY (6,9) 1613 POS RECEPTS20 A 1 0.54 0.361 20 A VOICE RACK RECEPTS (9) 1411 POS REGISER (9) 20 A 10.36 0.36 1 20 A DVR (6,9) 129 POS REGISER (9) 20 A 1 0.36 0.36 1 20 A DATA RACK (9) 107 POS REGISER (9) 20 A 1 0.36 1.441 20 A GEN OFFICE PLUGMOLD (9) 85 POS REGISER (9) 20 A 10.36 1.44 1 20 A GEN OFFICE PLUGMOLD 63 POS REGISER (9) 20 A 1 0.36 0.72 1 20 A CASH OFFICE PLUGMOLD (9) 41 POS REGISER (9) 20 A 1 0.36 1.441 20 A CASH OFFICE PLUGMOLD 2DESCRIPTION VIAWIRESIZEBRKRPL A B C PLBRKRWIRESIZEVIA DESCRIPTIONINSTALLED BY: ELECTRICAL...ISOLATED GROUND: YESFURNISHED BY:IFS VENDORNEUTRAL BAR: YESLOCATION: STOCKROOMGROUND BAR: YESSERVES: "CLEAN" POWERMOUNTING: IFS LINEUPPOWERED FROM: MDPAIC RATING: NOTE (10)# OF SECTIONS: 1NEWMCB/MLO: MAIN LUGS ONLYMAINS: 100 APANEL: B PANELBOARDDISTRIBUTION: 120/208 Wye, 3Ph, 4WPER NEC ARTICLE 220 FEEDER LOAD 26.00 KVA 72.17 AMPSTOTAL LOAD 31.20 KVA 86.60 AMPSTOTAL CONNECTED 82.83 91.51 86.68 AMPSTOTAL CONNECTED 9.94 10.92 10.34 KVA41 DOCK LEVELER 20 A 10.36 0.00 1 20 A -- -- SPARE (1) 4239 CUT BAR RECEPTS 20 A 1 1.08 1.08 1 20 A CUT BAR RECEPTS 4037 CUT BAR RECEPTS 20 A 1 0.90 0.901 20 A CUT BAR RECEPTS 3835 CUT BAR TVS20 A 10.72 0.72 1 20 A EMS3 CUT BAR SCOREBOARD (7) 3633 PULLDOWN REELS 20 A 1 1.08 0.36 1 20 A CUT BAR TOMBSTONES 34312.50 0.181 20 A WHEELCHAIR RCPT 3229CH-1 (3,7,11) EMS7 6 30 A 22.50 0.72 1 20 A AUTOMATIC DOORS 3027 UH-1 EMS8 20 A 1 0.50 1.00 1 20 A WOMENS HAND DRYER 2825 EWC20 A 1 0.18 1.001 20 A MENS HAND DRYER 2623 BREAKROOM MICROWAVE 20 A 11.00 0.36 1 20 A BUZZER 2421 OFFICE/BREAK RECEPTS 20 A 1 0.72 1.50 1 20 A EWH-1 2219 BREAKROOM REFRIG/RCPTS 20 A 1 0.50 0.361 20 A DOCK LIGHT 2017 QUILT FEATURE WALL (7) EMS3 20 A 10.90 0.36 1 20 A COLUMN RCPT 1815 QUILT FEATURE WALL (7) EMS3 20 A 1 0.90 0.54 1 20 A INLINE SEW/LOZIER RCPTS 1613 QUILT FEATURE WALL (7) EMS3 20 A 1 0.90 0.181 20 A SEASONAL RECEPT 1411 QUILT FEATURE WALL (7) EMS3 20 A 10.90 0.18 1 20 A TOOL SHOP RCPT 129 QUILT FEATURE WALL (7) EMS3 20 A 1 0.90 0.18 1 20 A BOPIS CLOSET RECEPT 107 PAPER FEATURE WALL (7) EMS3 20 A 1 0.90 0.361 20 A LOZIER RECEPTS 85 PAPER FEATURE WALL (7) EMS3 20 A 10.90 0.72 1 20 A BTR LIGHT BOXES 63 PAPER FEATURE WALL (7) EMS3 20 A 1 0.90 0.18 1 20 A BEVERAGE COOLER 41 PAPER FEATURE WALL (7) EMS3 20 A 1 0.90 0.181 20 A BOPIS CUBE 2DESCRIPTION VIAWIRESIZEBRKRPL A B C PLBRKRWIRESIZEVIA DESCRIPTIONINSTALLED BY: ELEC CONTRACTORISOLATED GROUND: NOFURNISHED BY:IFS VENDORNEUTRAL BAR: YESLOCATION: STOCKROOMGROUND BAR: YESSERVES: 208V DISTRIBUTIONMOUNTING: IFS LINEUPPOWERED FROM: MDPAIC RATING: NOTE (10)# OF SECTIONS: 1NEWMCB/MLO: MAIN LUGS ONLYMAINS: 100 APANEL: C PANELBOARDDISTRIBUTION: 120/208 Wye, 3Ph, 4WPER NEC ARTICLE 220 FEEDER LOAD 22.25 KVA 61.75 AMPSTOTAL LOAD 18.19 KVA 50.50 AMPSTOTAL CONNECTED 54.27 55.72 44.28 AMPSTOTAL CONNECTED 6.35 6.53 5.31 KVA41 SPARE (1) -- -- 20 A 10.00 0.00 1 20 A -- -- SPARE (1) 4239 SPARE (1) -- -- 20 A 1 0.00 0.00 1 20 A -- -- SPARE (1) 4037 SPARE (1) -- -- 20 A 1 0.00 0.001 20 A -- -- SPARE (1) 3835 SPARE (1) -- -- 20 A 10.00 0.00 1 20 A -- -- SPARE (1) 3633 SPARE (1) -- -- 20 A 1 0.00 0.00 1 20 A -- -- SPARE (1) 3431 SPARE (1) -- -- 20 A 1 0.00 0.001 20 A -- -- SPARE (1) 3229 SPARE (1) -- -- 20 A 10.00 0.00 1 20 A -- -- SPARE (1) 3027 STUDIO TRACK LIGHTS (7) EMS3 20 A 1 0.30 0.38 1 20 A EMS3SALES PERIMETER TRACK (7) 2825 SPARE (1) -- -- 20 A 1 0.00 0.001 20 A -- -- SPARE (1) 2623 SPARE (1) -- -- 20 A 10.00 0.00 1 20 A -- -- SPARE (1) 2421 SPARE (1) -- -- 20 A 1 0.00 0.00 1 20 A -- -- SPARE (1) 2219 SPARE (1) -- -- 20 A 1 0.00 0.001 20 A -- -- SPARE (1) 2017 LOW LEVEL PERIMETER (7) EMS2 20 A 11.32 0.00 1 20 A -- -- SPARE (1) 1815 LOW LEVEL LIGHTS (7) EMS2 20 A 1 1.42 0.14 1 20 A EMS5 EXTERIOR LIGHTS (7) 1613 LOW LEVEL LIGHTS (7) EMS2 20 A 1 1.45 0.361 20 A BELL 1411 SALES PERIMETER LIGHTS (7) EMS3 20 A 11.74 0.60 1 20 A EF-1 129 SALES PERIMETER LIGHTS (7) EMS3 20 A 1 1.80 0.14 1 20 A EMERGENCY LIGHTS (6) 107 SALES LIGHTS (7) EMS3 20 A 1 1.77 1.371 20 A BOH LIGHTS 85 SALES LIGHTS (7) EMS3 20 A 10.76 0.90 1 20 A ROOF TOP RECEPTS 63 SALES LIGHTS (7) EMS3 20 A 1 1.64 0.72 1 20 A ROOF TOP RECEPTS 41 SALES LIGHTS (7) EMS3 20 A 1 1.13 0.271 20 A EMS3 VESTIBULE LIGHTS (7) 2DESCRIPTION VIAWIRESIZEBRKRPL A B C PLBRKRWIRESIZEVIA DESCRIPTIONINSTALLED BY: ECISOLATED GROUND: NOFURNISHED BY:IFS VENDORNEUTRAL BAR: YESLOCATION: STOCKROOMGROUND BAR: YESSERVES: LIGHTINGMOUNTING: IFS LINEUPPOWERED FROM: MDPAIC RATING: NOTE (10)# OF SECTIONS: 1NEWMCB/MLO: MAIN LUGS ONLYMAINS: 100 APANEL: A PANELBOARDDISTRIBUTION: 120/208 Wye, 3Ph, 4WPANELBOARD NOTES:REFRIGERATION0 VA 0.00% 0 VAR28680 VA 67.43% 19340 VAP0 VA 0.00% 0 VAL14597 VA 125.00% 18246 VAK0 VA 0.00% 0 VATotal Est. Demand Current:393 AH0 VA 0.00% 0 VATotal Conn. Current:401 AFANS AND ANTISWEAT0 VA 0.00% 0 VATotal Est. Demand:141492 VACOOLING76326 VA 100.00% 76326 VATotal Conn. Load:144439 VAC600 VA 125.00% 750 VALoad Classification Connected Load Demand Factor Estimated Demand Panel TotalsPER NEC ARTICLE 220 FEEDER LOAD 141.49 KVA 392.74TOTAL LOAD 144.44 KVA 400.92TOTAL CONNECTED 414.17 A 401.28 390.97TOTAL CONNECTED 49.53 47.99 46.9218 SPACE -- -- 1 --17 SPACE -- -- 1 --16 SPACE -- -- 1 --15 SPACE -- -- 1 --14 SPACE -- -- 1 --13 SPACE -- -- 1 --12 RTU-1050 A 3 4.98 kVA 4.98 kVA 4.98 kVA11 RTU-945 A 3 3.07 kVA 3.07 kVA 3.07 kVA10 RTU-845 A 3 3.07 kVA 3.07 kVA 3.07 kVA9 RTU-730 A 3 2.20 kVA 2.20 kVA 2.20 kVA8 RTU-630 A 3 3.12 kVA 3.12 kVA 3.12 kVA7 RTU-530 A 3 3.12 kVA 3.12 kVA 3.12 kVA6 RTU-430 A 3 2.76 kVA 2.76 kVA 2.76 kVA5 RTU-330 A 3 3.12 kVA 3.12 kVA 3.12 kVA4 RTU-230 A 3 3.12 kVA 3.12 kVA 3.12 kVA3 PANELBOARD C 100 A 3 9.94 kVA 10.92 kVA 10.34 kVA2 PANELBOARD B 100 A 3 4.68 kVA 1.98 kVA 2.70 kVA1 PANELBOARD A 100 A 3 6.35 kVA 6.53 kVA 5.31 kVADESCRIPTIONWIRESIZEBRKR PL A B C COMMENTSINSTALLED BY: ELECTRICAL CONTRACTORSERVICE ENTRANCE LABEL AND LISTINGGROUND BARLOCATION :NEUTRAL BARSERVES : 208V DISTRIBUTIONFULLY RATED AICNEWMAINS: 400AMDP SWITCHBOARD120/208 Wye, 3Ph, 4W, 3PH, 4WSTOCKROOM E6022NOTES:1. 0-10V DIMMING FOR GENERAL LIGHTING IS SUPPLIED FROM THE PRCEAEM MODULES IN SECTION 5 (DC2 AND DC3). (80mA MAXIMUM SINK OR SOURCE).2. FIELD TERMINATIONS FOR GENERAL SALES LIGHTING 0-10V DIMMING CONTROL WIRING (16 CLASS 2 CHANNELS).3. JACE EMS SYSTEM FACTORY INSTALLED IN IFS LINEUP.4. PD-216 POWER DIMMER. DIMMING CONTROLLED FROM PRC2000E 0-10V ANALOG INPUTS IN PANEL C.5. 0-10V DIMMING FOR GENERAL LIGHTING IS SUPPLIED FROM THE PRCEAEM MODULES IN SECTION 6 (DC2 AND DC3). (80mA MAXIMUM SINK OR SOURCE).PANEL CPRC2000E MODULEPANEL APRCEAEM1(DC2)PSPRCEAEM2(DC3)FIELD TERMINATIONS12JACE SYSTEMEMS CKT D-374D-35#1PD-21670-10VPRC2000EDC1-AO1#2PD-21670-10VPRC2000EDC1-AO2#4PD-21670-10VPRC2000EDC1-AO4#6PD-21670-10VPRC2000EDC1-AO6#8PD-21670-10VPRC2000EDC1-AO8#7PD-21670-10VPRC2000EDC1-AO7#5PD-21670-10VPRC2000EDC1-AO5#3PD-21670-10VPRC2000EDC1-AO38PRC2000E IN PANEL 'C'3SALESPERIMETERSALESPENDANTS(L6/L8)SALESTRACK21PRC DIGITAL SWITCHESDS4DS3DS5NOTES:1. REFER TO SHEET E106 FOR LOCATION OF DIGITAL SWITCHES DS1 THRU DS3.2. DIGITAL SWITCHES SHALL RAISE/LOWER DIMMING FUNCTION ONLY. ON/OFF CONTROL IS PROVIDED BY THE EMS SYSTEM BY WIRING FROM THE EMS PANEL TO THE PRC2000E CONTROLLER. REFER TO NOTE 6.3. CONTROL PROCESSOR IN PANEL 'C' FOR ON/OFF CONTROL OF EMS SYSTEM CONTROL ZONES 1, 2, 3, 5, 7 AND 8. REFER TO EMS CONTROL INPUT ID SCHEDULE. THESE CABLES ARE FACTORY INSTALLED.CAT6 23 AWG CABLE (TYP)SALES GENZONE DZ1SALES LOWLEVEL ZONEDZ2DS2DS1JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E602DIMMINGCONTROLDETAILS27707LWDSALES DIMMING CONTROL SUMMARY/FIXTURE SYMBOLSZONE LABEL ZONE DESCRIPTION CONTROL TYPE SHUT-OFF TYPEDZ1 SALES FLOOR GENERAL/TRACK LIGHTING MANUAL 0-10V DIMMING TIME-OF-DAYDZ2 SALES FLOOR LOW LEVEL LIGHTING MANUAL 0-10V DIMMING TIME-OF-DAYDZ3 CREATOR'S STUDIO LIGHTING MANUAL 0-10V DIMMING TIME-OF-DAYNOTES:1. REFER TO DIMMING CHANNEL CONTROL SCHEDULE ON THIS SHEET.2. DIMMING CONTROLS SHALL BE FURNISHED WITH DIMMING EQUIPMENT. REFER TO DIMMING CONTROL RISER DIAGRAM ON THIS SHEET.ANALOG DIMMING CONTROL SCHEDULE 'DC1' (PANEL A - IFS SECTION 4)DIMMINGCHANNELLABEL INDIMMINGCONTROLLER'DC1'CONTROLLED POWERDIMMERS (PD-216)DIMMINGZONELIGHTING TYPECONTROLLEDCIRCUITS IN PANEL"A"NOTES0-10VDIMMINGCURRENT PERPOWERDIMMERAO1 #1 DZ1 TRACK LIGHTING A-27 / A-28 1 1.0mAAO2 #2 DZ1 FUTURE TRACK LIGHTING A-29 / A-30 1,7 1.0mAAO3 #3 DZ1 FUTURE TRACK LIGHTING A-31 / A-32 1,7 1.0mAAO4 #4 DZ1 FUTURE TRACK LIGHTING A-33 / A-34 1,7 1.0mAAO5 #5 DZ1 FUTURE TRACK LIGHTING A-35 / A-36 1,7 1.0mAAO6 #6 DZ1 FUTURE TRACK LIGHTING A-37 / A-38 1,7 1.0mAAO7 #7 DZ1 FUTURE TRACK LIGHTING A-39 / A-40 1,7 1.0mAAO8 #8 DZ1 FUTURE TRACK LIGHTING A-41 / A-42 1,7 1.0mAANALOG DIMMING CHANNEL CONTROL SCHEDULE 'DC2' (IFS SECTION 6)DIMMING CHANNELLABEL IN DIMMINGCONTROLLER 'DC2'QUANTITY OFCONTROLLED LEDDRIVERSDIMMING ZONE LIGHTING TYPECONTROLLEDCIRCUITSNOTES0-10V DIMMINGCURRENT PER LEDDRIVERA01 18 DZ1 SALES LIGHTS (7) A-1 2 0.5mAA02 27 DZ1 SALES LIGHTS (7) A-3 2 0.5mAA03 12 DZ1 SALES LIGHTS (7) A-5 2 0.5mAA04 29 DZ1 SALES LIGHTS (7) A-7 2 0.5mAA05 29 DZ1 SALES PERIMETERLIGHTS (7)A-9 4 0.5mAA06 30 DZ1 SALES PERIMETERLIGHTS (7)A-11 4 0.5mAA07 24 DZ2 LOW LEVEL LIGHTS (7) A-13 3 0.5mAA08 23 DZ2 LOW LEVEL LIGHTS (7) A-15 3 0.5mAANALOG DIMMING CHANNEL CONTROL SCHEDULE 'DC3' (IFS SECTION 6)DIMMING CHANNELLABEL IN DIMMINGCONTROLLER 'DC3'QUANTITY OFCONTROLLED LEDDRIVERSDIMMING ZONE LIGHTING TYPECONTROLLEDCIRCUITSNOTES DC3 DRIVERA01 21 DZ2 LOW LEVEL PERIMETER(7)A-17 4 0.5mANOTES:1. DIMMING CHANNELS SHALL BE CONTROLLED BY DIGITAL SWITCH DS5. REFER TO SHEET E101 FOR LIGHTING CIRCUIT LOCATION & E106 FOR SWITCH LOCATION. REFER ALSO TO LIGHTING CONTROL DIGITAL SWITCH DETAIL THIS SHEET.2. DIMMING CHANNELS SHALL BE CONTROLLED BY DIGITAL SWITCH DS1. REFER TO SHEET E101 FOR LIGHTING CIRCUIT LOCATION & E106 FOR SWITCH LOCATION. REFER ALSO TO LIGHTING CONTROL DIGITAL SWITCH DETAIL THIS SHEET.3. DIMMING CHANNELS SHALL BE CONTROLLED BY DIGITAL SWITCH DS2. REFER TO SHEET E101 FOR LIGHTING CIRCUIT LOCATION & E106 FOR SWITCH LOCATION. REFER ALSO TO LIGHTING CONTROL DIGITAL SWITCH DETAIL THIS SHEET.4. DIMMING CHANNELS SHALL BE CONTROLLED BY DIGITAL SWITCH DS3. REFER TO SHEET E101 FOR LIGHTING CIRCUIT LOCATION & E106 FOR SWITCH LOCATION. REFER ALSO TO LIGHTING CONTROL DIGITAL SWITCH DETAIL THIS SHEET.5. DIMMING CHANNELS SHALL BE CONTROLLED BY DIGITAL SWITCH DS4. REFER TO SHEET E101 FOR LIGHTING CIRCUIT LOCATION & E106 FOR SWITCH LOCATION. REFER ALSO TO LIGHTING CONTROL DIGITAL SWITCH DETAIL THIS SHEET.6. DIMMING CHANNELS SHALL BE CONTROLLED BY DIGITAL SWITCHES DS6A/DS6B. REFER TO SHEET E103 FOR LOCATION. REFER ALSO TO LIGHTING CONTROL DIGITAL SWITCH DETAIL THIS SHEET.7. FUTURE TRACK LIGHTING IF REQUIRED PER SITE SPECIFIC LAYOUT.NTSDIMMING CONTROL RISER DIAGRAM1NTSLIGHTING CONTROL SWITCH DETAIL2REV DATE NEUTRAL BUSGROUND BUSPANEL MDP120/208V 400A 3PH 4WPANEL "C"100A M.L.O.PANEL "A"100A M.L.O.PANEL "B"100A M.L.O.100A 3PRTU-6RTU-5RTU-4999671315671215671234567RTU-39RTU-29RTU-79C30-3SPACESPACE30A 3P100A 3P100A 3P100-4100-4EXISTING UTILITYTRANSFORMERNEUT. BUSGND. BUSNEMA 3R 400A SERVICE ENTRANCERATED DISCONNECT SW. WITH 400A FUSES ON BLDG.EXTERIOR BY E.C.#3 CUGNDSPACEC30-3C30-3C30-3C30-3C30-316100-4IG30A 3P30A 3P30A 3P30A 3PRTU-830A 3P45A 3P45A 3P50A 3P9C50-39C50-39RTU-9RTU-10C50-3EXISTING CT CABINETEXISTING METERISO. GND. BUS400-4IGJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398E701ONE LINEDIAGRAM ANDDETAILS27707LWDNTSONE-LINE DIAGRAM1ONE-LINE DIAGRAM KEYNOTES1. GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR ARE RESPONSIBLE TO COORDINATE WITH THE EQUIPMENT PROVIDED BY OTHERS REGARDING EXACT LOCATION, TOP OR BOTTOM FEEDS, AND ALL ELECTRICAL REQUIREMENTS PRIOR TO PROJECT START.2. ALL FEEDERS ARE FACTORY INSTALLED UNLESS OTHERWISE NOTED ON THE FEEDER SCHEDULE AS "BY EC".3. THE EC SHALL VERIFY THE AVAILABLE FAULT CURRENT WITH THE POWER COMPANY AND PROVIDE THIS INFORMATION TO THE EQUIPMENT NATIONAL ACCOUNT VENDOR SO THAT A FAULT CURRENT CALCULATION CAN BE PERFORMED. THE FAULT CURRENT CALCULATION SHALL BE DONE PRIORTO THE ORDER BEING PLACED FOR THE EQUIPMENT.4. ALL FEEDER BREAKERS IN PANEL "MDP" SHALL HAVE AN INTERRUPTING CAPACITY EQUAL TO OR GREATER THAN THE AVAILABLE UTILITY FAULT CURRENT.5. NOT USED.6. PANELBOARDS SHALL BE UL LISTED AND CERTIFIED SERIES RATED WITH UPSTREAM BREAKERS. PROVIDE IDENTIFICATION LABELING FOR ALL SERIES RATED EQUIPMENT AS REQUIRED IN NEC 110.22 AND 240.86.7. EC SHALL COORDINATE WITH THE POWER COMPANY AND PROVIDE ARC-FLASH AND FAULT CURRENT CALCULATIONS AND LABELS ON ELECTRICAL EQUIPMENT PER NEC 110.16, NEC 110.24, AND LOCAL JURISDICTION REQUIREMENTS.8. TVSS FACTORY INSTALLED AND WIRED IN IFS ENCLOSURE BY IFS MANUFACTURER.9. DISCONNECT SWITCH INTEGRAL WITH AC UNIT.10. NOT USED.11. TRANSFORMER GROUNDING FACTORY INSTALLED PER NEC.12. PANEL "C": EATON "Pow-R-Command" PRC2000E MASTER PANEL.13. PANEL "A": EATON "Pow-R-Command" PRC2000E EXPANSION PANEL.14. EMS SYSTEM PANEL FURNISHED BY NATIONAL ACCOUNT VENDOR AND FACTORY INSTALLED IN IFS ENCLOSURE BY IFS MANUFACTURER. 120VAC POWER WIRING TO EMS PANEL SHALL BE FACTORY INSTALLED BY IFS MANUFACTURER (CIRCUIT D-35). LOW VOLTAGE WIRING FROM EMS SYSTEM PANEL CONTROL POINTS TO EATON PANEL "C" PRC2000E CONTROL INPUTS 1 THRU 6 SHALL BE FACTORY INSTALLED BY IFS MANUFACTURER. REQUIRED WIRING FROM PHASE LOSS MONITOR TO EMS SYSTEM PANEL SHALL ALSO BE FACTORY INSTALLED BY IFS MANUFACTURER.15. COMMUNICATIONS CABLING BETWEEN THE PRC2000E CONTROLLER IN PANEL "C" AND THE BREAKER CONTROL BUSSES IN PANEL "A" SHALL BE FACTORY INSTALLED IN THE IFS ENCLOSURE BY THE IFS MANUFACTURER.16. TERMINATE ISOLATED GROUND ON ISOLATED GROUND BUS.#CONDUIT SIZE BASED ON CONDUCTOR PROPERTIES LISTED IN THE CURRENT NEC EDITION, CHAPTER 9,TABLES 5 & 5A, AND CONDUIT FILL AREAS LISTED CHAPTER 9, TABLE 4 FOR EMT WITH 40% FILL. SIZE PER NECFOR CONDUITS OTHER THAN EMT.ONE-LINE DIAGRAM FEEDER SCHEDULECALLOUT COPPERALUMINUM100-4 1 - 1 1/4"C, 4#3,1#8GR 1 - 1 1/4"C, 4#1 AL,1#6AL GR100-4IG 1 - 1 1/4"C, 4#3,1#8GR,1#8 IG 1 - 1 1/2"C, 4#1 AL,1#6AL GR, 1#6AL IG400-4IG 2 - 2"C,4#3/0, 1#3GR EACH, 1#3 IG 2 - 2 1/2"C, 4-250KCMIL AL, 1#1 AL GR EACH, 1#1AL IGC30-3 3#10,1#10 GR N/AC50-3 3/4"C,3#8, 1#10 GR N/AREV DATES420 B.PRODUCTS1.ELECTRICAL OUTLETS: PROVIDE PROPERLY CONFIGURED, UL RATED, NEMA-POLARIZED OUTLETS TO PREVENT INSERTION OF110- TO 120-VOLT PLUGS INTO HIGHER VOLTAGE OUTLETS. PROVIDE RECEPTACLE OUTLETS EQUIPPED WITH GROUND-FAULTCIRCUIT INTERRUPTERS, RESET BUTTON, AND PILOT LIGHT FOR CONNECTION OF POWER TOOLS AND EQUIPMENT.2.ELECTRICAL POWER CORDS: PROVIDE UL RATED, GROUNDED EXTENSION CORDS. USE HARD-SERVICE CORDS WHEREEXPOSED TO ABRASION AND TRAFFIC. PROVIDE WATERPROOF CONNECTORS TO CONNECT SEPARATE LENGTHS OFELECTRIC CORDS IF SINGLE LENGTHS WILL NOT REACH AREAS WHERE CONSTRUCTION ACTIVITIES ARE IN PROGRESS. DONOT EXCEED SAFE LENGTH-VOLTAGE RATIO.3.LAMPS AND LIGHT FIXTURES: PROVIDE UL RATED, GENERAL SERVICE, INCANDESCENT LAMPS OF WATTAGE REQUIRED FORADEQUATE ILLUMINATION. PROVIDE GUARD CAGES OR TEMPERED- GLASS ENCLOSURES WHERE EXPOSED TO BREAKAGE.PROVIDE EXTERIOR FIXTURES WHERE EXPOSED TO MOISTURE.4.TEMPORARY TOILET UNITS: PROVIDE SELF-CONTAINED, SINGLE-OCCUPANT TOILET UNITS OF THE CHEMICAL, AERATEDRECIRCULATION, OR COMBUSTION TYPE. PROVIDE UNITS PROPERLY VENTED AND FULLY ENCLOSED WITH AGLASS-FIBER-REINFORCED POLYESTER SHELL OR SIMILAR NONABSORBENT MATERIAL.C.PRODUCTS:1.FIRE EXTINGUISHERS: PROVIDE HAND-CARRIED, PORTABLE, UL-RATED, CLASS A FIRE EXTINGUISHERS FOR TEMPORARYOFFICES AND SIMILAR SPACES. IN OTHER LOCATIONS, PROVIDE HAND-CARRIED, PORTABLE, UL-RATED, CLASS ABC,DRY-CHEMICAL EXTINGUISHERS OR A COMBINATION OF EXTINGUISHERS OF NFPA-RECOMMENDED CLASSES FOR THEEXPOSURES.2.COMPLY WITH NFPA 10 AND NFPA 241 FOR CLASSIFICATION, EXTINGUISHING AGENT, AND SIZE REQUIRED BY LOCATION ANDCLASS OF FIRE EXPOSURE.3.FIRST AID SUPPLIES: COMPLY WITH GOVERNING REGULATIONS.D.USE QUALIFIED PERSONNEL FOR INSTALLATION OF TEMPORARY FACILITIES. LOCATE FACILITIES WHERE THEY WILL SERVE THEPROJECT ADEQUATELY AND RESULT IN MINIMUM INTERFERENCE WITH PERFORMANCE OF THE WORK. RELOCATE AND MODIFYFACILITIES AS REQUIRED.E.PROVIDE EACH FACILITY READY FOR USE WHEN NEEDED TO AVOID DELAY. MAINTAIN AND MODIFY AS REQUIRED. DO NOT REMOVEUNTIL FACILITIES ARE NO LONGER NEEDED OR ARE REPLACED BY AUTHORIZED USE OF COMPLETED PERMANENT FACILITIES.F.PROVIDE INCOMBUSTIBLE CONSTRUCTION FOR OFFICES, SHOPS, AND SHEDS LOCATED WITHIN THE CONSTRUCTION AREA ORWITHIN 30 FEET (9 M) OF BUILDING LINES. COMPLY WITH REQUIREMENTS OF NFPA 241.G.FOR GROUND UP CONSTRUCTION FIELD OFFICES: PROVIDE INSULATED, WEATHERTIGHT TEMPORARY OFFICES OF SUFFICIENT SIZETO ACCOMMODATE REQUIRED OFFICE PERSONNEL AT THE PROJECT SITE. KEEP THE OFFICE CLEAN AND ORDERLY FOR USE FORSMALL PROGRESS MEETINGS.A.CONTRACT RESPONSIBILITIES1.THE A.I.A. DOCUMENT A201 GENERAL CONDITIONS, CURRENT EDITION, SHALL APPLY TO THE PROJECT. A COPY OF THE GENERALCONDITIONS IS AVAILABLE AT THE OFFICES OF JO-ANN FABRICS, INC.B.FIELD CONDITIONS1.WITHIN 3 DAYS OF THE CONTRACTUAL START DATE THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITTEN FORM OFANY VARIANCES TO THE CONSTRUCTION DOCUMENTS PRIOR TO COMMENCING WORK. FAILURE TO REPORT DISCREPANCIES SHALLMAKE ANY COSTS INCURRED ARISING FROM THESE CONDITIONS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY HIDDEN ORUNCOVERED CONDITIONS SHALL BE REPORTED IN THE SAME MANNER AND WITH THE SAME RESTRICTIONS.2.PRIOR TO EXCAVATION OR TRENCHING THE GENERAL CONTRACTOR SHALL DETERMINE AND VERIFY LOCATION OF UTILITY SERVICES INALL AREAS TO BE EXCAVATED.3.SCOPE AND JET CLEAN ALL EXISTING UNDERGROUND SANITARY. ALL PIPING SHALL BE FREE-FLOWING AND CLEAR OF ANY DEBRIS.PROVIDE SCOPE RESULTS TO TENANT.4.THE GENERAL CONTRACTOR SHALL COORDINATE ALL MILLWORK INSTALLATION WITH ELECTRICAL WORK AS REQUIRED.C.FIELD REVISIONS1.ANY CHANGES IN PLAN ARRANGEMENT OR DETAILING AND SPECIFIC INSTRUCTIONS FOR THE PROJECT WITHOUT THE PRIOR WRITTENNOTIFICATION AND APPROVAL OF THE TENANT CONSTRUCTION ARCHITECT WILL VOID ANY OBLIGATIONS AND LIABILITIES SET FORTHBY THE TENANT, LANDLORD/BUILDING OWNER AND THE ARCHITECT.2.IF ANY SUBSTITUTIONS ARE PROPOSED AND APPROVED FOR SPECIFIC EQUIPMENT, THE GENERAL CONTRACTOR AND HISSUBCONTRACTORS SHALL BE RESPONSIBLE FOR ALL COORDINATION INCLUDING HVAC, PLUMBING AND ELECTRICAL.3.ALL MATERIAL SPECIFIED IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. THEGENERAL CONTRACTOR IS TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE DOCUMENTS. ANY DEVIATIONS FROM THE INTENTOF THE DOCUMENTS WITHOUT THE ARCHITECTS WRITTEN APPROVAL IS AT THE CONTRACTOR'S OWN RISK AND MAY RESULT IN THEWORK BEING REDONE AT THE CONTRACTOR'S EXPENSE.4.IN THE EVENT THAT THE QUALITY OR GRADE OF MATERIAL OR WORK IS NOT CLEARLY SPECIFIED, THE GENERAL CONTRACTOR SHALLREQUEST CLARIFICATION FROM THE ARCHITECT. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR ASSUME GRADE OR QUALITY.5.IN THE EVENT A DISCREPANCY OCCURS FROM ONE DRAWING TO ANOTHER OR THE SPECIFICATIONS, THE GENERAL QUALITY ORHIGHER QUALITY SHALL PREVAIL. VERIFY WITH TENANT'S CONSTRUCTION PROJECT MANAGER.D.PERMITTING/CODE COMPLIANCE1.THE ARCHITECT/GENERAL CONTRACTOR SHALL APPLY FOR ALL PERMITS WHICH INVOLVE DRAWING SUBMITTAL AND PROCESSING (I.E.BUILDING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE PERMITS.) THE GENERAL CONTRACTOR SHALL OBTAIN THESE PERMITS ANDPAY ALL PERMITTING FEES.1.1.HEALTH PERMIT, WHEN REQUIRED, SHALL BE APPLIED FOR AND PERMITTING FEES PAID BY TENANT'S DESIGN ARCHITECT1.2.STORE SHELVING FIXTURE PERMIT, WHEN REQUIRED, SHALL BE APPLIED FOR AND PERMITTING FEES PAID BY JO-ANN'SDESIGN ARCHITECT2.THE GENERAL CONTRACTOR SHALL ASSURE THAT ALL WORK IS DONE IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE ANDLOCAL CODES, ORDINANCES AND REQUIREMENTS BY GOVERNING AGENCIES, WHETHER OR NOT SAID CODES, ORDINANCES,REQUIREMENTS, ETC. ARE SPECIFICALLY SHOWN ON THE DRAWINGS AND OR SPECIFICATIONS.3.CONSTRUCTION MATERIAL, ASSEMBLIES AND PROCEDURES ARE TO COMPLY WITH ALL APPLICABLE CODES AND SUPPLEMENTARYORDINANCES. WHEN A CONFLICT OCCURS BETWEEN SUCH CODES AND INFORMATION SHOWN ON THE DRAWINGS, THE GENERALCONTRACTOR SHALL CONSULT WITH THE TENANT'S REPRESENTATIVE OR ARCHITECT FOR RESOLUTION PRIOR TO COMMENCINGWORK.4.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE ACCESSIBILITY GUIDELINES (I.E. ADA) FOR BUILDINGS AND FACILITIES PER THECURRENT FEDERAL REGISTER, INCLUDING MOUNTING HEIGHTS, CLEARANCES, ACCESSORIES, ETC.5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS BY CODE OFFICIALS AND SHALL PAYINSPECTION FEES ASSOCIATED WITH THE WORK.6.PRIOR TO ISSUANCE OF THE BUILDING PERMIT, THE GENERAL CONTRACTOR SHALL HAVE EVIDENCE OF CURRENT WORKER'SCOMPENSATION INSURANCE COVERAGE ON FILE WITH THE DEPARTMENT IN COMPLIANCE WITH THE LOCAL LABOR CODE.7.AFTER OBTAINING THE BUILDING PERMIT AND BEFORE COMMENCING WITH THE WORK, THE GENERAL CONTRACTOR SHALL SHOWEVIDENCE OF ALL INSURANCE REQUIREMENTS AS REQUIRED BY THE TENANT AND LANDLORD/BUILDING OWNER.E.GENERAL CONTRACTOR / LANDLORD /BUILDING OWNER COORDINATION1.THE GENERAL CONTRACTOR IS TO BECOME FAMILIAR WITH THE LANDLORD/BUILDING OWNER/SHOPPING CENTER CRITERIA, SPECIALWORKING CONDITIONS PERTAINING TO BARRICADES, NOISE, DUST, TRASH REMOVAL, ETC. AND SHALL COORDINATE WITHLANDLORD/BUILDING OWNER. ANY WORK WHICH IS REQUIRED TO TAKE PLACE AT NIGHT OR DURING OFF HOURS SHALL BE VERIFIEDWITH THE LANDLORD/BUILDING OWNER'S REPRESENTATIVES. ANY ASSOCIATED COSTS SHALL BE INCLUDED IN THE BID. THE GENERALCONTRACTOR SHALL PROTECT THE BUILDING AND AND ADJOINING AREAS FROM ANY DAMAGE WHICH MAY ARISE FROM THE WORK.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ANY DAMAGE ARISING FROM THEIR WORK.2.THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION BARRICADE WHICH SHALL BE ERECTED IN ACCORDANCE WITH ALL APPLICABLEREGULATIONS. VERIFY WITH LANDLORD/BUILDING OWNER/TENANT. IN ADDITION, THE GENERAL CONTRACTOR SHALL PROVIDE ANYSAFETY OR WARNING DEVICES REQUIRED TO PROTECT THE PUBLIC FROM ANY DAMAGE ARISING FROM THEIR WORK. SITE SECURITYIS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR3.THE GENERAL CONTRACTOR SHALL PROVIDE A DUMPSTER OR OTHER TRASH DEVICE AS REQUIRED AND SHALL COORDINATE WITHLANDLORD/BUILDING OWNER FOR LOCATION.4.ANY CONTRACTOR WHOSE WORK REQUIRES PENETRATION OF THE ROOFING SYSTEM SHALL COORDINATE WITH THELANDLORD/BUILDING OWNER'S ROOFING CONTRACTOR TO MAINTAIN ROOFING WARRANTY. ALL ROOF WORK TO BE DONE BYLANDLORD/BUILDING OWNER'S ROOFING CONTRACTOR AT GENERAL CONTRACTOR'S EXPENSE.F.MATERIAL HANDLING1.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING ALL TENANT SUPPLIED MATERIALS AND SUPPLYING THEMANPOWER AS REQUIRED TO OFF LOAD SHIPMENTS. WITHIN FIVE WORKING DAYS AFTER AWARD OF CONTRACT, THE GENERALCONTRACTOR SHALL PROVIDE THE TENANT WITH A PROPOSED PROJECT SCHEDULE INDICATING REQUESTED DATES OF DELIVERY OFTENANT FURNISHED MATERIALS.2.THE GENERAL CONTRACTOR SHALL CONFIRM THE RECEIPT OF ALL TENANT SUPPLIED MATERIALS AND VERIFY QUANTITIES WITH THESHIPPING MANIFEST OR BILL OF LADING AND LOG RECEIPT OF THE MATERIALS IN TENANT'S NON-MERCHANDISE PO SYSTEM WITHIN 48HOURS OF RECEIPT. THE GENERAL CONTRACTOR SHALL NOTIFY THE TENANT WITHIN 24 HOURS AFTER RECEIPT OF ANY MATERIALSMISSING FROM SHIPMENTS OR MATERIALS DAMAGED DURING SHIPPING. FAILURE TO DO SO WILL RESULT IN THE GENERALCONTRACTOR PAYING FOR OVERNIGHT FREIGHT (IF REQUIRED) FOR JOB COMPLETION.3.WITHIN THE TENANT'S NON-MERCHANDISE PO SYSTEM THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FILING FREIGHT CLAIMSDIRECTLY WITH THE CARRIER AND FOLLOWING THROUGH AS NECESSARY WITH ALL SUBSEQUENT PROCEDURES, INCLUDINGINSPECTIONS AND REMOVAL OF DAMAGED MATERIALS. THIS APPLIES TO VISIBLE AND CONCEALED DAMAGES OF ALL TENANT SUPPLIEDMATERIALS. FAILURE TO DO SO WILL RESULT IN BACK CHARGE EXPENSES TO GENERAL CONTRACTOR.4.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL TENANT SUPPLIED MATERIALS THROUGHOUT THE WORKAND IS TO MAKE TOUCH UP REPAIRS AS REQUIRED.G.GENERAL CONSTRUCTION1.WITH A FULLY EXECUTED CONSTRUCTION AGREEMENT, THE GENERAL CONTRACTOR SHALL PROVIDE THE TENANT WITH A PROPOSEDPROJECT SCHEDULE (BAR GRAPH FORMAT) INDICATING THE START AND COMPLETION DATES OF EACH STAGE OF THE WORK BY TRADE.AT THE SAME TIME THE CONTRACTOR SHALL ALSO SUBMIT TO THE ARCHITECT DOCUMENTATION INDICATING ORDERING AND DELIVERYDATES OF ALL MAJOR EQUIPMENT, MATERIALS AND FINISHES.2.WITHIN THREE DAYS OF ARRIVING ON SITE, THE GENERAL CONTRACTOR SHALL HAVE CROSS-REFERENCED/VERIFIED THE ISSUED FORCONSTRUCTION DRAWINGS PER THE SITE CONDITIONS. GENERAL CONTRACTOR SHALL NOTIFY TENANT'S CONSTRUCTION PROJECTMANAGER AND ARCHITECT WITHIN THOSE THREE DAYS OF ANY CONFLICTS/DISCREPANCIES ON THE PLANS.3.THE GENERAL CONTRACTOR IS TO HAVE THE SAME FULL TIME QUALIFIED SUPERVISOR ON THE SITE THROUGHOUT THE ENTIREPROJECT SCHEDULE.4.THE GENERAL CONTRACTOR MUST USE NATIONAL ACCOUNT VENDORS AS LISTED ON THE TITLE SHEET.5.EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO THE WORK OF OTHER TRADES CAUSED BY HIS OPERATIONS.THE NATURE OF SUCH REPAIR WORK MUST RECEIVE THE PRIOR APPROVAL OF THE TENANT'S REPRESENTATIVE.H.PROJECT CLEAN UP/COMPLETION1.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OVERALL CONSTRUCTION SITE CLEANLINESS, INCLUDING PROVISIONS OF ADUMPSTER WITH WEEKLY SERVICING, REMOVAL OF ALL CONTRACTOR/ SUBCONTRACTOR REFUSE AND DEBRIS AND SWEEPING OF THEENTIRE SITE AT THE COMPLETION OF THE WORKDAY.2.THE PREMISES SHALL BE TURNED OVER CLEAR OF ALL DEBRIS, PACKING, BOXES. WRAPPINGS AND EXCESS MATERIALS AND LEFT INBROOM SWEPT CONDITION.3.ALL MIRROR AND GLASS TO BE CLEANED OF PROTECTIVE PADS, MASTICS AND MARKINGS.4.ALL ELECTRICAL PANELS TO BE PROPERLY MARKED.5.THE GENERAL CONTRACTOR SHALL MOUNT A PERMANENTLY FRAMED CERTIFICATE OF OCCUPANCY. LOCATION IN THE GENERALOFFICE.I.SAFETY GUIDELINES1.THE GENERAL CONTRACTOR SHALL ACQUIRE A COPY OF JO-ANN STORES, INC. "GENERAL CONTRACTOR'S SAFETY MANUAL" WHICHWAS PROVIDED TO EACH COMPANY ALONG WITH THEIR MASTER CONTRACT AND ADHERE TO CONTENTS DURING CONSTRUCTIONPERIOD. GENERAL CONTRACTOR'S COMPANY-SPECIFIC SAFETY PROGRAM MAY BE SUBSTITUTED FOR TENANT REQUIREMENT IFCONTENTS MEET OR SUPERCEDE THOSE LISTED IN TENANT DOCUMENT.A.PROJECT/WORK IDENTIFICATION1.THE PROJECT CONSISTS OF CONSTRUCTION OF A RETAIL FACILITY AS SHOWN ON CONTRACT DOCUMENTS PREPARED BYARCHITECT AND CONSULTANTS.2.NATIONAL ACCOUNT VENDORS, AS LISTED ON TITLE SHEET, MUST BE USED FOR ITEMS LISTED.B.TENANT OCCUPANCY1.PARTIAL TENANT OCCUPANCY: JO-ANN FABRICS AND CRAFTS RESERVES THE RIGHT TO PLACE AND INSTALL EQUIPMENT ASNECESSARY IN COMPLETED AREAS OF THE BUILDING AND TO OCCUPY SUCH COMPLETED AREAS PRIOR TO SUBSTANTIALCOMPLETION, PROVIDED THAT SUCH OCCUPANCY DOES NOT SUBSTANTIALLY INTERFERE WITH COMPLETION OF THE WORK.SUCH PLACING OF EQUIPMENT AND PARTIAL OCCUPANCY SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK OR ANYPART OF THE WORK.2.GENERAL CONTRACTOR SHALL OBTAIN A CERTIFICATE OF OCCUPANCY FROM LOCAL BUILDING OFFICIALS PRIOR TOTENANT OCCUPANCY.3.PRIOR TO PARTIAL TENANT OCCUPANCY, MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE FULLY OPERATIONAL.REQUIRED INSPECTIONS AND TESTS SHALL HAVE BEEN SUCCESSFULLY COMPLETED. UPON OCCUPANCY THECONTRACTOR WILL PROVIDE OPERATION AND MAINTENANCE OF MECHANICAL AND ELECTRICAL SYSTEMS IN OCCUPIEDPORTIONS OF THE BUILDING.4.GENERAL CONTRACTOR SHALL VERIFY WITH LOCAL BUILDING OFFICIALS ALL REQUIREMENTS FOR TENANT TO FIXTURE,MERCHANDISE & OPEN.C.PRE-ORDERED PRODUCTS1.GENERAL: JO-ANN MAY NEGOTIATE PURCHASE ORDERS WITH NATIONAL ACCOUNT VENDORS OF MATERIAL AND EQUIPMENTTO BE INCORPORATED INTO THE WORK. THESE PURCHASE ORDERS ARE ASSIGNED TO THE CONTRACTOR AND COSTS FORRECEIVING, HANDLING, STORAGE, IF REQUIRED, AND INSTALLATION ARE INCLUDED IN THE CONTRACT SUM.2.THE CONTRACTOR'S RESPONSIBILITIES ARE THE SAME AS IF THE CONTRACTOR NEGOTIATED THESE PURCHASE ORDERSTHEMSELVES.3.JO-ANN RESERVES THE RIGHT TO ORDER AND PURCHASE ANY ITEMS IDENTIFIED IN THE CONSTRUCTION DOCUMENTS.D.TENANT-FURNISHED ITEMS1.JO-ANN RESERVES THE RIGHT TO SELF-PURCHASE ANY OF THE NATIONAL ACCOUNT VENDOR ITEMS REFERENCED IN THISPROTOTYPE ON A SITE-BY-SITE BASIS.2.JO-ANN WILL ARRANGE AND PAY FOR DELIVERY OF TENANT-FURNISHED ITEMS IN ACCORDANCE WITH THE CONTRACTOR'SCONSTRUCTION SCHEDULE, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSPECTING THE DELIVERIES FOR DAMAGE.IF TENANT-FURNISHED ITEMS ARE DAMAGED DURING DELIVERY, DEFECTIVE OR MISSING, THE CONTRACTOR WILL ARRANGEFOR REPLACEMENT. THE TENANT WILL ALSO ARRANGE FOR MANUFACTURER'S FIELD SERVICES, AND THE DELIVERY OFMANUFACTURER'S WARRANTIES AND BONDS TO THE TENANT.3.THE CONTRACTOR IS RESPONSIBLE FOR DESIGNATING THE DELIVERY DATES OF TENANT-FURNISHED ITEMS IN THECONTRACTOR'S CONSTRUCTION SCHEDULE AND FOR RECEIVING, UNLOADING AND HANDLING TENANT-FURNISHED ITEMS ATTHE SITE. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING TENANT-FURNISHED ITEMS FROM DAMAGE, INCLUDINGDAMAGE FROM EXPOSURE TO THE ELEMENTS, AND TO REPAIR OR REPLACE ITEMS DAMAGED AS A RESULT OF HISOPERATIONS.A.QUALITY ASSURANCE1.PERSONS DESIGNATED BY CONTRACTORS, SUBCONTRACTORS AND MATERIAL SUPPLIERS TO ATTEND AND PARTICIPATE INTHE PROJECT PROGRESS MEETINGS SHALL HAVE ALL REQUIRED AUTHORITY TO COMMIT THE FIRM THEY REPRESENT TOSOLUTIONS AS MAY BE AGREED UPON WITHIN THOSE MEETINGS.2.ALL MEETINGS WILL BE HELD AT THE JOB SITE.3.THE GENERAL CONTRACTOR WILL RECORD ALL SIGNIFICANT DISCUSSIONS AND AGREEMENTS/DISAGREEMENTS OF EACHCONFERENCE OR MEETING, ALONG WITH DATA RELATING TO CONSTRUCTION SCHEDULE CHANGES, AND WILL PROMPTLYDISTRIBUTE (WITHIN THREE DAYS) THE RECORD OF THE MEETING TO EACH FIRM/COMPANY CONCERNED.B.PRE CONSTRUCTION CONFERENCE1.SCHEDULE A PRE CONSTRUCTION CONFERENCE AND ORGANIZATIONAL MEETING BEFORE STARTING CONSTRUCTION, AT ATIME CONVENIENT TO THE TENANT, BUT NO LATER THAN 10 DAYS AFTER EXECUTION OF THE AGREEMENT. CONDUCT THEMEETING TO REVIEW RESPONSIBILITIES AND PERSONNEL ASSIGNMENTS. ALL CONTRACTORS INVOLVED IN THE PROJECTMUST ATTEND UNLESS SPECIFICALLY EXCUSED BY THE TENANT'S REPRESENTATIVE.2.AGENDA: DISCUSS ITEMS OF SIGNIFICANCE THAT COULD AFFECT PROGRESS.C.PROGRESS MEETINGS1.CONDUCT PROGRESS MEETINGS AT THE PROJECT SITE AT REGULAR WEEKLY INTERVALS WHEN WARRANTED BY PROJECTACTIVITIES. NOTIFY THE TENANT AND THE ARCHITECT OF SCHEDULED MEETING DATES.2.ATTENDEES: IN ADDITION TO REPRESENTATIVES OF THE TENANT AND THE ARCHITECT, EACH SUBCONTRACTOR, SUPPLIER,OR OTHER ENTITY CONCERNED WITH CURRENT PROGRESS OR INVOLVED IN PLANNING, COORDINATION, OR PERFORMANCEOF FUTURE ACTIVITIES SHALL BE REPRESENTED AT THESE MEETINGS. ALL PARTICIPANTS AT THE CONFERENCE SHALL BEFAMILIAR WITH THE PROJECT AND AUTHORIZED TO CONCLUDE MATTERS RELATING TO THE WORK. THE GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE PROPER ATTENDANCE OF THE REQUIRED PARTIES.3.AGENDA: REVIEW AND CORRECT OR APPROVE MINUTES OF THE PREVIOUS PROGRESS MEETING. REVIEW OTHER ITEMS OFSIGNIFICANCE THAT COULD AFFECT PROGRESS. INCLUDE TOPICS FOR DISCUSSION AS APPROPRIATE TO THE STATUS OF THEPROJECT. TO THE MAXIMUM EXTENT POSSIBLE, THE GENERAL CONTRACTOR SHALL ADVISE THE TENANT AT LEAST 24 HOURSIN ADVANCE OF SCHEDULED PROJECT PROGRESS MEETINGS REGARDING ALL ITEMS TO BE ADDED TO THE AGENDA.a.CONTRACTOR'S CONSTRUCTION SCHEDULE: REVIEW PROGRESS SINCE THE LAST MEETING. DETERMINE WHEREEACH ACTIVITY IS IN RELATION TO THE CONTRACTOR'S CONSTRUCTION SCHEDULE, WHETHER ON TIME OR AHEADOR BEHIND SCHEDULE. DETERMINE HOW CONSTRUCTION BEHIND SCHEDULE WILL BE EXPEDITED; SECURECOMMITMENTS FROM PARTIES INVOLVED TO DO SO. DISCUSS WHETHER SCHEDULE REVISIONS ARE REQUIRED TOINSURE THAT CURRENT AND SUBSEQUENT ACTIVITIES WILL BE COMPLETED WITH IN THE CONTRACT TIME.e.PROCESSING: TO AVOID THE NEED TO DELAY INSTALLATION AS A RESULT OF THE TIME REQUIRED TO PROCESSSUBMITTALS, ALLOW SUFFICIENT TIME FOR SUBMITTAL REVIEW, INCLUDING TIME FOR RESUBMITTALS.e.1.ALLOW 1 WEEK FOR INITIAL REVIEW. ALLOW ADDITIONAL TIME IF THE ARCHITECT MUST DELAY PROCESSINGTO PERMIT COORDINATION WITH SUBSEQUENT SUBMITTALS.e.2.IF AN INTERMEDIATE SUBMITTAL IS NECESSARY, PROCESS THE SAME AS THE INITIAL SUBMITTAL.e.3.ALLOW 1 WEEK FOR REPROCESSING EACH SUBMITTAL.e.4.THE ARCHITECT OR TENANT MAY ADVISE THE CONTRACTOR WHEN A SUBMITTAL BEING PROCESSED MUSTBE DELAYED FOR COORDINATION, OTHERWISE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLYCOORDINATE ALL SUBMITTAL REQUIREMENTS, INCLUDING SUB-CONTRACTORS.e.5.NO EXTENSION OF CONTRACT TIME WILL BE AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT SUBMITTALSTO THE ARCHITECT SUFFICIENTLY IN ADVANCE OF THE WORK TO PERMIT PROCESSING, AS DESCRIBEDHEREIN.e.6.SUBMIT 3 HARDCOPIES OR 1 ELECTRONIC COPY OF EACH SUBMITTAL.3.SUBMITTAL PREPARATION: PLACE A PERMANENT LABEL OR TITLE BLOCK ON EACH SUBMITTAL FOR IDENTIFICATION. INDICATETHE NAME OF THE ENTITY THAT PREPARED EACH SUBMITTAL ON THE LABEL OR TITLE BLOCK.a.INCLUDE THE FOLLOWING INFORMATION ON THE LABEL FOR PROCESSING AND RECORDING ACTION TAKEN.a.1.PROJECT NAME.a.2.DATE.a.3.NAME AND ADDRESS OF THE ARCHITECT.a.4.NAME AND ADDRESS OF THE CONTRACTOR.a.5.NAME AND ADDRESS OF THE SUBCONTRACTOR, ORa.6.NAME AND ADDRESS OF THE SUPPLIER, ORa.7.NAME OF THE MANUFACTURER.a.8.NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION.a.9.DRAWING NUMBER AND DETAIL REFERENCES, AS APPROPRIATE.a.10.SUBMITTAL NUMBER.4.SUBMITTAL TRANSMITTAL: PACKAGE EACH SUBMITTAL APPROPRIATELY FOR TRANSMITTAL AND HANDLING. TRANSMIT EACHSUBMITTAL FROM THE CONTRACTOR TO THE ARCHITECT USING A TRANSMITTAL FORM. THE ARCHITECT WILL NOT ACCEPTSUBMITTALS RECEIVED FROM SOURCES OTHER THAN THE CONTRACTOR.B.SHOP DRAWINGS1.SHOP DRAWING SUBMITTALS ARE NOT REQUIRED ON ANY NATIONAL ACCOUNT VENDOR ITEMS.2.IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO CAUSE ALL SUBCONTRACTORS, SUPPLIERS, ETC. UNDER HISCONTRACTUAL CONTROL, TO COMPLY WITH ALL OF THESE PROCEDURES HEREIN, IN FULL, AND WITHOUT DEVIATION.C.QUALITY ASSURANCE SUBMITTALS1.SUBMIT QUALITY-CONTROL SUBMITTALS, INCLUDING DESIGN DATA, CERTIFICATIONS, MANUFACTURER'S INSTRUCTIONS,MANUFACTURER'S FIELD REPORTS, AND OTHER QUALITY-CONTROL SUBMITTALS AS REQUIRED UNDER OTHER SECTIONS OFTHE SPECIFICATIONS.2.CERTIFICATIONS: WHERE OTHER SECTIONS OF THE SPECIFICATIONS REQUIRE CERTIFICATION THAT A PRODUCT, MATERIAL,OR INSTALLATION COMPLIES WITH SPECIFIED REQUIREMENTS, SUBMIT A NOTARIZED CERTIFICATION FROM THEMANUFACTURER CERTIFYING COMPLIANCE WITH SPECIFIED REQUIREMENTS.D.ARCHITECT'S ACTION1.EXCEPT FOR SUBMITTALS FOR THE RECORD OR INFORMATION, WHERE ACTION AND RETURN IS REQUIRED, THE ARCHITECTWILL REVIEW EACH SUBMITTAL, MARK TO INDICATE ACTION TAKEN, AND RETURN PROMPTLY.a.COMPLIANCE WITH SPECIFIED CHARACTERISTICS IS THE CONTRACTOR'S RESPONSIBILITY.2.ACTION STAMP: THE ARCHITECT WILL STAMP EACH SUBMITTAL WITH A UNIFORM, SELF-EXPLANATORY ACTION STAMP. THEARCHITECT WILL MARK THE STAMP APPROPRIATELY TO INDICATE THE ACTION TAKEN, AS FOLLOWS:a.FINAL UNRESTRICTED RELEASE: WHEN THE ARCHITECT MARKS A SUBMITTAL "REVIEWED NO EXCEPTIONS," THEWORK COVERED BY THE SUBMITTAL MAY PROCEED PROVIDED IT COMPLIES WITH REQUIREMENTS OF THECONTRACT DOCUMENTS. FINAL PAYMENT DEPENDS ON THAT COMPLIANCE.b.FINAL-BUT-RESTRICTED RELEASE: WHEN THE ARCHITECT MARKS A SUBMITTAL "REVIEWED WITH EXCEPTIONSNOTED," THE WORK COVERED BY THE SUBMITTAL MAY PROCEED PROVIDED IT COMPLIES WITH NOTATIONS ORCORRECTIONS ON THE SUBMITTAL AND REQUIREMENTS OF THE CONTRACT DOCUMENTS. FINAL PAYMENT DEPENDSON THAT COMPLIANCE.c.RETURNED FOR RESUBMITTAL: WHEN THE ARCHITECT MARKS A SUBMITTAL "REVISE AND RESUBMIT," DO NOTPROCEED WITH WORK COVERED BY THE SUBMITTAL, INCLUDING PURCHASING, FABRICATION, DELIVERY, OR OTHERACTIVITY. REVISE OR PREPARE A NEW SUBMITTAL ACCORDING TO THE NOTATIONS; RESUBMIT WITHOUT DELAY.REPEAT IF NECESSARY TO OBTAIN DIFFERENT ACTION MARK.d.DO NOT USE, OR ALLOW OTHERS TO USE, SUBMITTALS MARKED "REVISE AND RESUBMIT", OR "REJECTED" AT THEPROJECT SITE OR ELSEWHERE WHERE WORK IS IN PROGRESS.e.OTHER ACTION: WHERE A SUBMITTAL IS FOR INFORMATION OR RECORD PURPOSES OR SPECIAL PROCESSING OROTHER ACTIVITY, THE ARCHITECT WILL RETURN THE SUBMITTAL MARKED "NO ACTION REQUIRED."3.UNSOLICITED SUBMITTALS: THE ARCHITECT WILL RETURN UNSOLICITED SUBMITTALS TO THE SENDER WITHOUT ACTION.GENERAL CONDITIONS - 010000SUBMITTALS - 0133000 (con't)CONSTRUCTION FACILITIES AND TEMPORARYCONTROLS - 015000 (con't)SUMMARY OF WORK - 011000PROJECT MEETINGS - 012000A.SUBSTANTIAL COMPLETION1.THE CONTRACTOR IS REQUIRED TO PROVIDE THE FOLLOWING CLOSE OUT MATERIALS TO THE TENANT'S NATIONAL ACCOUNTVENDOR IN ELECTRONIC FORM.a.1AS-BUILT DRAWINGS - ELECTRONIC FILE ON CD ROMa.2AIR BALANCE REPORTSa.3BUILDING AND RELATED PERMITSa.4CERTIFICATE OF OCCUPANCYa.5CONTACT LIST (GENERAL CONTRACTOR AND SUB-CONTRACTORS)a.6CONTRACTORS LIEN RELEASESa.7GENERAL CONTRACTOR WARRANTYa.8PUNCHLIST SIGNEDa.9ROOF WARRANTYa.10SEWER TIE-IN CERTIFICATION (GROUND UP PROJECTS ONLY)a.11SEWER TIE-IN VIDEOa.12SHERWIN WILLIAMS REPORTa.13SHUT-OFF VALVES LOCATED ON A SKETCH OF THE PREMISESa.14 SUB/SUPPLIERS WARRANTIES2.THE CONTRACTOR SHALL HAVE PROVIDED A COMPLETE SET OF AS-BUILT DRAWINGS IN THE STOCK ROOM PLAN TUBE FORTHE TENANT.A.SUBMITTALS - SEE SECTION 013300 FOR SUBMITTAL INFORMATION1.SUBSTITUTION REQUEST SUBMITTAL: THE ARCHITECT WILL CONSIDER REQUESTS FOR NON-NATIONAL ACCOUNT VENDORSUBSTITUTIONS IF RECEIVED WITHIN 10 DAYS AFTER COMMENCEMENT OF THE WORK. REQUESTS RECEIVED MORE THAN 10DAYS AFTER COMMENCEMENT OF THE WORK MAY BE CONSIDERED OR REJECTED AT THE DISCRETION OF THE ARCHITECT.a.SUBMIT REQUESTS IN THE FORM AND ACCORDING TO PROCEDURES REQUIRED FOR SUBMITTALS.b.IDENTIFY THE PRODUCT OR THE FABRICATION OR INSTALLATION METHOD TO BE REPLACED IN EACH REQUEST. INCLUDERELATED SPECIFICATION SECTION AND DRAWING NUMBERS.c.PROVIDE COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS, AND THEFOLLOWING INFORMATION, AS APPROPRIATE:i)ARCHITECT'S ACTION: IF NECESSARY, THE ARCHITECT WILL REQUEST ADDITIONAL INFORMATION ORDOCUMENTATION FOR EVALUATION WITHIN ONE WEEK OF RECEIPT OF A REQUEST FOR SUBSTITUTION. THEARCHITECT WILL NOTIFY THE CONTRACTOR OF ACCEPTANCE OR REJECTION OF THE SUBSTITUTION WITHIN ONEWEEK OF RECEIPT OF THE REQUEST, OR ONE WEEK OF RECEIPT OF ADDITIONAL INFORMATION ORDOCUMENTATION, WHICHEVER IS LATER. ACCEPTANCE WILL BE IN THE FORM OF A CHANGE ORDER.ii)USE THE PRODUCT SPECIFIED IF THE ARCHITECT CANNOT MAKE A DECISION ON THE USE OF A PROPOSEDSUBSTITUTE WITHIN THE TIME ALLOCATED.B.SUBSTITUTIONS1.CONDITIONS: THE ARCHITECT WILL RECEIVE AND CONSIDER THE CONTRACTOR'S REQUEST FOR SUBSTITUTION WHEN ONE ORMORE OF THE FOLLOWING CONDITIONS ARE SATISFIED, AS DETERMINED BY THE ARCHITECT. IF THE FOLLOWING CONDITIONSARE NOT SATISFIED, THE ARCHITECT WILL RETURN THE REQUESTS WITHOUT ACTION EXCEPT TO RECORD NONCOMPLIANCEWITH THESE REQUIREMENTS.a.EXTENSIVE REVISIONS TO THE CONTRACT DOCUMENTS ARE NOT REQUIRED.b.PROPOSED CHANGES ARE IN KEEPING WITH THE GENERAL INTENT OF THE CONTRACT DOCUMENTS.c.THE REQUEST IS TIMELY, FULLY DOCUMENTED, AND PROPERLY SUBMITTED.d.THE SPECIFIED PRODUCT OR METHOD OF CONSTRUCTION CANNOT BE PROVIDED WITHIN THE CONTRACT TIME. THEARCHITECT WILL NOT CONSIDER THE REQUEST IF THE PRODUCT OR METHOD CANNOT BE PROVIDED AS A RESULT OFFAILURE TO PURSUE THE WORK PROMPTLY OR COORDINATE ACTIVITIES PROPERLY.e.THE REQUESTED SUBSTITUTION OFFERS THE TENANT A SUBSTANTIAL ADVANTAGE, IN COST, TIME, ENERGYCONSERVATION, OR OTHER CONSIDERATIONS, AFTER DEDUCTING ADDITIONAL RESPONSIBILITIES THE TENANT MUSTASSUME. THE TENANT'S ADDITIONAL RESPONSIBILITIES MAY INCLUDE COMPENSATION TO THE ARCHITECT FOR REDESIGNAND EVALUATION SERVICES, INCREASED COST OF OTHER CONSTRUCTION BY THE TENANT, AND SIMILARCONSIDERATIONS.f.THE SPECIFIED PRODUCT OR METHOD OF CONSTRUCTION CANNOT RECEIVE NECESSARY APPROVAL BY A GOVERNINGAUTHORITY, AND THE REQUESTED SUBSTITUTION CAN BE APPROVED.g.THE SPECIFIED PRODUCT OR METHOD OF CONSTRUCTION CANNOT BE PROVIDED IN A MANNER THAT IS COMPATIBLE WITHOTHER MATERIALS AND WHERE THE CONTRACTOR CERTIFIES THAT THE SUBSTITUTION WILL OVERCOME THEINCOMPATIBILITY.h.THE SPECIFIED PRODUCT OR METHOD OF CONSTRUCTION CANNOT BE COORDINATED WITH OTHER MATERIALS ANDWHERE THE CONTRACTOR CERTIFIES THAT THE PROPOSED SUBSTITUTION CAN BE COORDINATED. THE SPECIFIEDPRODUCT OR METHOD OF CONSTRUCTION CANNOT PROVIDE A WARRANTY REQUIRED BY THE CONTRACT DOCUMENTSAND WHERE THE CONTRACTOR CERTIFIES THAT THE PROPOSED SUBSTITUTION PROVIDES THE REQUIRED WARRANTY.2.THE CONTRACTOR'S SUBMITTAL AND THE ARCHITECT'S ACCEPTANCE OF SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FORCONSTRUCTION ACTIVITIES NOT COMPLYING WITH THE CONTRACT DOCUMENTS DO NOT CONSTITUTE AN ACCEPTABLE ORVALID REQUEST FOR SUBSTITUTION, NOR DO THEY CONSTITUTE APPROVAL.SUBSTITUTIONS - 016000CONTRACT CLOSE-OUT - 017000A.SUBMITTAL PROCEDURES1.ALL SUBMITTALS MUST BE TRANSMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL, WITHIN THE FIRST 10 CALENDARDAYS AFTER CONTRACT AWARD, UNLESS SPECIFICALLY PERMITTED TO BE DELAYED, IN WRITING, BY THE ARCHITECT. SUCHDELAY MUST BE REQUESTED IN WRITING, FULLY STATING SUPPORTIVE REASONS FOR THE DELAY, AND THE AMOUNT OFADDITIONAL TIME REQUESTED. THE ARCHITECT WILL RESPOND IN WRITING WITH THE DECISION.2.COORDINATION: COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH PERFORMANCE OF CONSTRUCTIONACTIVITIES. TRANSMIT EACH SUBMITTAL SUFFICIENTLY IN ADVANCE OF PERFORMANCE OF RELATED CONSTRUCTIONACTIVITIES TO AVOID DELAY.a.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DELIVERY OF ALL SUBMITTALS TO THE OFFICES OF THEARCHITECT.b.COORDINATE EACH SUBMITTAL WITH FABRICATION, PURCHASING, TESTING, DELIVERY, OTHER SUBMITTALS, ANDRELATED ACTIVITIES THAT REQUIRE SEQUENTIAL ACTIVITY.c.COORDINATE TRANSMITTAL OF DIFFERENT TYPES OF SUBMITTALS FOR RELATED ELEMENTS OF THE WORK SOPROCESSING WILL NOT BE DELAYED BY THE NEED TO REVIEW SUBMITTALS CONCURRENTLY FOR COORDINATION.c.1.THE ARCHITECT RESERVES THE RIGHT TO WITHHOLD ACTION ON A SUBMITTAL REQUIRING COORDINATIONWITH OTHER SUBMITTALS UNTIL ALL RELATED SUBMITTALS ARE RECEIVED. IT IS EXPECTED OF THECONTRACTOR TO COORDINATE SUBMITTALS TO MINIMIZE SUCH ACTION.d.EACH SUBMITTAL MUST BE NUMBERED IN SEQUENTIAL NUMERICAL ORDER, CORRESPONDING TO THE NUMBERASSIGNED TO THE SUBMITTAL AS SHOWN IN THE APPROVED SUBMITTAL SCHEDULE. THIS SUBMITTAL NUMBER MUSTBE PLACED ON THE LOWER RIGHT CORNER, TOP SHEET, OR TOP SHEET OF MULTIPLE SHEETS, OF ALL SUBMITTALCOPIES.SUBMITTALS - 0133000A.SUMMARY1.THIS SECTION INCLUDES REQUIREMENTS FOR CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS, INCLUDINGTEMPORARY UTILITIES, SUPPORT FACILITIES, AND SECURITY AND PROTECTION.2.TEMPORARY UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:a.WATER SERVICE AND DISTRIBUTION.b.TEMPORARY ELECTRIC POWER AND LIGHT.c.TEMPORARY HEAT.d.VENTILATION.e.TELEPHONE SERVICE.f.SANITARY FACILITIES, INCLUDING DRINKING WATER.g.STORM AND SANITARY SEWER.h.FIRE ALARM MONITORING.3.SUPPORT FACILITIES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:a.FIELD OFFICES.b.TEMPORARY PROJECT IDENTIFICATION SIGNS AND BULLETIN BOARDS.c.WASTE DISPOSAL SERVICES.d.CONSTRUCTION AIDS AND MISCELLANEOUS SERVICES AND FACILITIES.4.SECURITY AND PROTECTION FACILITIES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:a.TEMPORARY FIRE PROTECTION.b.BARRICADES, WARNING SIGNS, AND LIGHTS.c.ENCLOSURE FENCE FOR THE SITE, IF REQUIRED.5.STANDARDS: COMPLY WITH NFPA 241 "STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATIONS, AND DEMOLITIONOPERATIONS," ANSI A10 SERIES STANDARDS FOR "SAFETY REQUIREMENTS FOR CONSTRUCTION AND DEMOLITION," AND NECAELECTRICAL DESIGN LIBRARY "TEMPORARY ELECTRICAL FACILITIES."a.REFER TO "GUIDELINES FOR BID CONDITIONS FOR TEMPORARY JOB UTILITIES AND SERVICES", PREPARED JOINTLYBY AGC AND ASC, FOR INDUSTRY RECOMMENDATIONS.b.ELECTRICAL SERVICE: COMPLY WITH NEMA, NECA, AND UL STANDARDS AND REGULATIONS FOR TEMPORARYELECTRIC SERVICE. INSTALL SERVICE IN COMPLIANCE WITH NFPA 70 "NATIONAL ELECTRIC CODE."6.INSPECTIONS: ARRANGE FOR AUTHORITIES HAVING JURISDICTION TO INSPECT AND TEST EACH TEMPORARY UTILITY BEFOREUSE. OBTAIN REQUIRED CERTIFICATIONS AND PERMITS.7.CONDITIONS OF USE: KEEP TEMPORARY SERVICES AND FACILITIES CLEAN AND NEAT IN APPEARANCE. OPERATE IN A SAFEAND EFFICIENT MANNER. RELOCATE TEMPORARY SERVICES AND FACILITIES AS THE WORK PROGRESSES. DO NOTOVERLOAD FACILITIES OR PERMIT THEM TO INTERFERE WITH PROGRESS. TAKE NECESSARY FIRE-PREVENTION MEASURES.DO NOT ALLOW HAZARDOUS, DANGEROUS, OR UNSANITARY CONDITIONS, OR PUBLIC NUISANCES TO DEVELOP OR PERSISTON-SITE.CONSTRUCTION FACILITIES AND TEMPORARYCONTROLS - 015000THE TERMS GENERAL CONTRACTOR, GENERAL CONTRACTOR AND CONTRACTOR SHALL BE INTERCHANGEABLE ON THESE TURNKEYDOCUMENTS. GENERAL CONTRACTOR REFERS TO LANDLORD/BUILDING OWNER'S GENERAL CONTRACTOR.THE TERMS LANDLORD, DEVELOPER AND OWNER SHALL BE INTERCHANGEABLE ON THESE TURNKEY DOCUMENTS.BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403SP101ARCHITECTURALSPECIFICATIONS A.TERMITE SOIL TREATMENT APPLICATION REPORT: INCLUDE THE FOLLOWING:1.DATE AND TIME OF APPLICATION.2.MOISTURE CONTENT OF SOIL BEFORE APPLICATION.3.BRAND NAME AND MANUFACTURER OF TERMITICIDE.4.QUANTITY OF UNDILUTED TERMITICIDE USED.5.DILUTIONS, METHODS, VOLUMES, AND RATES OF APPLICATION USED.6.AREAS OF APPLICATION.7.WATER SOURCE FOR APPLICATION.B.INSTALLER QUALIFICATIONS: A SPECIALIST WHO IS LICENSED ACCORDING TO REGULATIONS OF AUTHORITIES HAVINGJURISDICTION TO APPLY TERMITE CONTROL TREATMENT AND PRODUCTS IN JURISDICTION WHERE PROJECT IS LOCATED.C.REGULATORY REQUIREMENTS: FORMULATE AND APPLY TERMITICIDES ACCORDING TO THE EPA-REGISTERED LABEL.D.WARRANTY1.MANUFACTURER'S STANDARD FORM, SIGNED BY APPLICATOR AND CONTRACTOR CERTIFYING THAT TERMITE CONTROLWORK, CONSISTING OF APPLIED SOIL TERMITICIDE TREATMENT, WILL PREVENT INFESTATION OF SUBTERRANEAN TERMITES.IF SUBTERRANEAN TERMITE ACTIVITY OR DAMAGE IS DISCOVERED DURING WARRANTY PERIOD, RE-TREAT SOIL AND REPAIROR REPLACE DAMAGE CAUSED BY TERMITE INFESTATION.E.PRODUCTS:1.TERMITICIDE: PROVIDE AN EPA-REGISTERED TERMITICIDE COMPLYING WITH REQUIREMENTS OF AUTHORITIES HAVINGJURISDICTION, IN AN AQUEOUS SOLUTION FORMULATED TO PREVENT TERMITE INFESTATION. PROVIDE QUANTITY REQUIREDFOR APPLICATION AT THE LABEL VOLUME AND RATE FOR THE MAXIMUM TERMITICIDE CONCENTRATION ALLOWED FOR EACHSPECIFIC USE, ACCORDING TO PRODUCT'S EPA-REGISTERED LABEL.2.APPLICATION: MIX SOIL TREATMENT TERMITICIDE SOLUTION TO A UNIFORM CONSISTENCY. PROVIDE QUANTITY REQUIREDFOR APPLICATION AT THE LABEL VOLUME AND RATE FOR THE MAXIMUM SPECIFIED CONCENTRATION OF TERMITICIDE,ACCORDING TO MANUFACTURER'S EPA-REGISTERED LABEL, TO THE FOLLOWING SO THAT A CONTINUOUS HORIZONTAL ANDVERTICAL TERMITICIDAL BARRIER OR TREATED ZONE IS ESTABLISHED AROUND AND UNDER BUILDING CONSTRUCTION.DISTRIBUTE TREATMENT EVENLY.a.SLAB-ON-GRADE: UNDER GROUND-SUPPORTED SLAB CONSTRUCTION, INCLUDING FOOTINGS, BUILDING SLABS, ANDATTACHED SLABS AS AN OVERALL TREATMENT. TREAT SOIL MATERIALS BEFORE CONCRETE FOOTINGS AND SLABSARE PLACED.b.FOUNDATIONS: ADJACENT SOIL INCLUDING SOIL ALONG THE ENTIRE INSIDE PERIMETER OF FOUNDATION WALLS,ALONG BOTH SIDES OF INTERIOR PARTITION WALLS, AROUND PLUMBING PIPES AND ELECTRIC CONDUITPENETRATING THE SLAB, AND AROUND INTERIOR COLUMN FOOTERS AND PIERS; ALSO ALONG THE ENTIRE OUTSIDEPERIMETER, FROM GRADE TO BOTTOM OF FOOTING. AVOID SOIL WASHOUT AROUND FOOTINGS.A.SUMMARY1.ENVIRONMENTAL REQUIREMENTS: CONDUCT CLEANING AND WASTE-DISPOSAL OPERATIONS IN COMPLIANCE WITH LOCAL LAWSAND ORDINANCES. COMPLY FULLY WITH FEDERAL AND LOCAL ENVIRONMENTAL AND ANTI-POLLUTION REGULATIONS.B.PRODUCTS1.CLEANING AGENTS: USE CLEANING MATERIALS AND AGENTS RECOMMENDED BY THE MANUFACTURER OR FABRICATOR OF THESURFACE TO BE CLEANED. DO NOT USE CLEANING AGENTS THAT ARE POTENTIALLY HAZARDOUS TO HEALTH OR PROPERTY ORTHAT MIGHT DAMAGE FINISHED SURFACES.C.EXECUTION - COMPLETE THE FOLLOWING CLEANING OPERATIONS PRIOR TO THE SCHEDULED 90% SITE VISIT BY THE TENANT'SCONSTRUCTION PROJECT MANAGER.1.ON A DAILY BASIS; CLEAN THE PROJECT SITE, INTERIOR AND EXTERIOR INCLUDING GROUNDS, IN AREAS DISTURBED BYCONSTRUCTION ACTIVITIES, INCLUDING LANDSCAPE DEVELOPMENT AREAS, OF RUBBISH, WASTE MATERIAL, LITTER, ANDFOREIGN SUBSTANCES.2.SWEEP PAVED AREAS BROOM CLEAN AND POWER WASH ALL DIRT AND MATERIALS WHICH CAN BE TRACKED INTO THE BUILDING.RAKE GROUNDS THAT ARE NEITHER PLANTED NOR PAVED TO A SMOOTH, EVEN-TEXTURED SURFACE.3.REMOVE PETROCHEMICAL SPILLS, STAINS, AND OTHER FOREIGN DEPOSITS, INCLUDING EXCESS CONCRETE AND MORTARDUMPINGS.4.REMOVE TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, AND SURPLUS MATERIAL FROM THE SITE.5.DAMP CLEAN AND DRY EXPOSED EXTERIOR AND INTERIOR HARD-SURFACED FINISHES TO A DIRT-FREE CONDITION, FREE OFSTAINS, FILMS, AND SIMILAR FOREIGN SUBSTANCES. AVOID DISTURBING NATURAL WEATHERING OF EXTERIOR SURFACES.RESTORE REFLECTIVE SURFACES TO THEIR ORIGINAL CONDITION.6.REMOVE DEBRIS FROM LIMITED ACCESS SPACES, INCLUDING ROOFS, PLENUMS, SHAFTS, TRENCHES, EQUIPMENT VAULTS,MANHOLES, ATTICS, AND SIMILAR SPACES.7.BROOM CLEAN AND WET-MOP CONCRETE FLOOR AFTER REMOVING PAINT AND DRIPS, STAINS AND OTHER FOREIGNSUBSTANCES FROM CONCRETE SURFACE.8.CLEAN TRANSPARENT MATERIALS, INCLUDING MIRRORS AND GLASS IN DOORS AND WINDOWS. REMOVE GLAZING COMPOUNDSAND OTHER SUBSTANCES THAT ARE NOTICEABLE VISION-OBSCURING MATERIALS. REPLACE CHIPPED OR BROKEN GLASS ANDOTHER DAMAGED TRANSPARENT MATERIALS. POLISH MIRRORS AND GLASS, TAKING CARE NOT TO SCRATCH SURFACES.9.REMOVE LABELS THAT ARE NOT PERMANENT LABELS.10.TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED, EXPOSED FINISHES AND SURFACES. REPLACE FINISHES ANDSURFACES THAT CANNOT BE SATISFACTORILY REPAIRED OR RESTORED OR THAT ALREADY SHOW EVIDENCE OF REPAIR ORRESTORATION.a.DO NOT PAINT OVER "UL" AND SIMILAR LABELS, INCLUDING MECHANICAL AND ELECTRICAL NAMEPLATES.11.WIPE SURFACES OF MECHANICAL AND ELECTRICAL EQUIPMENT, AND SIMILAR EQUIPMENT. REMOVE EXCESS LUBRICATION,PAINT AND MORTAR DROPPINGS, AND OTHER FOREIGN SUBSTANCES.12.CLEAN PLUMBING FIXTURES TO A SANITARY CONDITION, FREE OF STAINS, INCLUDING STAINS RESULTING FROM WATEREXPOSURE.13.REPLACE DISPOSABLE AIR FILTERS AND CLEAN PERMANENT AIR FILTERS. CLEAN EXPOSED SURFACES OF DIFFUSERS,REGISTERS, AND GRILLS. USE PLEATED MEDIA TYPE IN ALL RTU'S AS REQUIRED.14.CLEAN DUCTS, BLOWERS, AND COILS DURING FINAL CLEANING.15.CLEAN LIGHT FIXTURES, LAMPS, AND REFLECTORS TO FUNCTION WITH FULL EFFICIENCY. REPLACE BURNED-OUT BULBS INFIXTURES.16.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY.17.WITHOUT EXCEPTION: STORE SHOULD BE CLEANED 100% PRIOR TO FINAL PUNCH LIST SITE VISIT/WHEN THE STORE IS TURNEDOVER TO JO-ANN STORES AT CONSTRUCTION COMPLETE.18.PEST CONTROL: ENGAGE AN EXPERIENCED LICENSED EXTERMINATOR TO MAKE A FINAL INSPECTION AND RID THE PROJECT OFRODENTS, INSECTS, BIRDS, AND OTHER PESTS.19.REMOVAL OF PROTECTION: REMOVE TEMPORARY PROTECTION AND FACILITIES INSTALLED DURING CONSTRUCTION TOPROTECT PREVIOUSLY COMPLETED INSTALLATIONS DURING THE REMAINDER OF THE CONSTRUCTION PERIOD.20.COMPLIANCES: COMPLY WITH GOVERNING REGULATIONS AND SAFETY STANDARDS FOR CLEANING OPERATIONS. REMOVEWASTE MATERIALS FROM THE SITE AND DISPOSE OF LAWFULLY.FINAL CLEANING - 017100TERMITE CONTROL - SECTION 023610CONCRETE WORK - 033000 (con't)5.AIR CONTENT:a.DETERMINE AIR CONTENT OF CONCRETE FOR EACH STRENGTH TEST BY EITHER THE PRESSURE METHOD (ASTM C231)OR THE VOLUMETRIC METHOD (ASTM C173). THE "CHASE" AIR INDICATOR SHALL NOT BE USED.b.AIR CONTENT TESTS SHALL BE MADE ON ALL CONCRETE WHETHER THE CONCRETE IS DESIGNATED AS AIR-ENTRAINEDOR NOT.c.INFORM ENGINEER IMMEDIATELY OF ANY SLUMP AND/ OR AIR CONTENT TESTS THAT DO NOT MEET THESESPECIFICATIONS. IF STRENGTH, DURABILITY OR AESTHETICS OF THE STRUCTURE WOULD BE IMPAIRED, THATCONCRETE SHALL NOT BE USED.1.CONCRETE TEST REPORTS SHALL CONTAIN THE FOLLOWING INFORMATION: CONCRETE SUPPLIER, QUANTITY OF CONCRETEREPRESENTED, LOCATION OF SAMPLES TAKEN, DESIGN STRENGTH REQUIREMENT AT 28 DAYS, LIST OF ALL MATERIALS ANDADMIXTURES USED WITH QUANTITY AND BRAND OR SOURCE, ACTUAL SLUMP, ACTUAL AIR CONTENT, AIR TEMPERATURE,CONCRETE TEMPERATURE, WEATHER, CYLINDER WEIGHT AS RECEIVED, DATE MOLDED, NUMBER OF DAYS ON JOB SITE, DATETESTED, TEST RESULTS FOR 7 AND 28 DAYS, AND ANY OTHER INFORMATION NECESSARY TO EVALUATE TEST RESULTS.2.SEND ONE COPY OF REPORTS ON ALL REQUIRED LABORATORY TESTING DIRECTLY TO THE STRUCTURAL ENGINEER, ONE COPY TOTHE ARCHITECT, ONE COPY TO THE CONTRACTOR AND ONE COPY TO THE CONCRETE SUPPLIER. A COPY OF ALL TESTINGREPORTS SHALL BE IN THE ENGINEER'S OFFICE WITHIN A MINIMUM OF 5 WORKING DAYS FROM DATE OF TEST OR INSPECTION.3.VERBAL INFORMATION ON ANY CONCRETE NOT MEETING THESE SPECIFICATIONS SHALL BE COMMUNICATED TO THE ENGINEERIMMEDIATELY BY PHONE.4.CONTRACTOR'S RESPONSIBILITY: PROVIDE A BOX FOR STORING CONCRETE TEST SPECIMENS WHILE ON JOB MAINTAINTEMPERATURE IN THE BOX BETWEEN 60 AND 80F; PREVENT LOSS OF MOISTURE FROM SPECIMENS IN ACCORDANCE WITH ASTMC31.5.TESTING AGENCIES AFFIDAVIT THAT CONSTRUCTION IS IN CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS.D.SUBMITTALS:1.PRODUCT DATA: SUBMIT DATA FOR PROPRIETARY MATERIALS AND ITEMS INCLUDING ADMIXTURES, PATCHING COMPOUNDS,WATERSTOPS, JOINT SYSTEMS, CURING COMPOUNDS, FINISH MATERIALS, AND OTHERS AS REQUESTED BY ARCHITECT/ENGINEER.2.SHOP DRAWINGS/REINFORCEMENT: SEE ACI 301, SECTION 3.1. DETAILING SHALL CONFORM TO ACI 315-99 "DETAILS AND DETAILINGOF CONCRETE REINFORCEMENT".3.MIX DESIGN: SUBMIT MIX DESIGNS FOR EACH CONCRETE MIX FOR THE PROJECT PER CHAPTER 5 OF AC 318-08. MIX DESIGNS SHALLINCLUDE ALL BACK UP MATERIAL WITH COMPRESSIVE STRENGTH BREAKS BASED ON FIELD EXPERIENCE OR BREAKS FROM A TRIALMIX PER CHAPTER 5.E.REINFORCING MATERIALS1.REINFORCEMENT: AS PER ACI 301, SECTION 3, ARTICLE 3.2, WITH SELECTIONS AND SUPPLEMENTS.2.SUPPORTS FOR REINFORCEMENT: PROVIDE SUCH ITEMS AS BOLSTERS, CHAIRS, AND SPACERS FOR SUPPORTING, SPACING ANDFASTENING REINFORCING BARDS AND WELDED WIRE FABRIC IN PLACE. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSISPECIFICATIONS, UNLESS OTHERWISE ACCEPTABLE. SUPPORTS SHALL BE OF THE FOLLOWING TYPES:a.PRECAST CONCRETE BLOCKS: SUPPORT REINFORCEMENT FOR SLABS ON GRADE.F.CONCRETE MATERIALS1.GENERAL:a.CEMENT, ADMIXTURES, WATER AND AGGREGATES SHALL CONFORM TO ACI, SECTION 4, WITH SELECTIONS ANDSUPPLEMENTS AS SPECIFIED HEREIN.b.FOR THE PORTION OF THE CONCRETE THAT WILL BE POLISHED, EACH MIX INGREDIENT SHOULD BE FROM THE SAMESOURCE, FROM THE SAME RESPECTIVE BATCH, AND EACH DELIVERED TO THE CONCRETE PRODUCER IN ONE DELIVERY.2.CEMENTS:a.ALL CEMENTS USED SHALL BE PORTLAND CEMENTS CONFORMING TO ASTM C150, TYPE I OR III, UNLESS OTHERWISEACCEPTABLE TO THE ENGINEER. TYPES 1A AND 1P ARE NOT ACCEPTABLE. USE ONE BRAND OF CEMENT THROUGHOUTPROJECT.i)FLYASH SHALL CONFORM TO ASTM C618 TYPE C OR F SHALL BE PERMITTED TO BE USED AS A SUBSTITUTE OF UPTO 20% OF THE PORTLAND CEMENT OF TYPE I OR III. IF USED, THE MIX DESIGN SUBMITTALS SHALL HAVE TESTSUSING THE SAME AMOUNT OF FLYASH. THE CONTRACTOR'S SCHEDULE SHALL ACCOUNT FOR THE USE OF FLYASH.ii)ONLY TYPE I CEMENT IS ACCEPTABLE FOR CONCRETE SCHEDULED TO BE POLISHED.iii)FLYASH IS NOT PERMITTED TO BE USED ON CONCRETE SCHEDULED TO BE POLISHED.3.ADMIXTURES:a.CONFORM TO FOLLOWING REQUIREMENTS:i)CERTIFICATION: UPON ENGINEER'S REQUEST, PROVIDE ADMIXTURES MANUFACTURER'S WRITTEN CERTIFICATIONTHAT CHLORIDE ION CONTENT COMPLIES WITH SPECIFIED REQUIREMENTS.ii)CALCIUM CHLORIDE OR ADMIXTURES CONTAINING MORE THAN 0.1% CHLORIDE IONS ARE NOT PERMITTED.b.AGGREGATES:i)NORMAL WEIGHT AGGREGATE: ASTM C33, AND AS HEREIN SPECIFIED, FROM A SINGLE SOURCE.c.WATER - POTABLE.4.CURING MATERIALSa.GENERAL: AS PER ACI 301, SECTION 5, ARTICLE 5.2, WITH SELECTIONS AND SUPPLEMENTS AS SPECIFIED HEREIN.b.ON SLABS SCHEDULED TO BE POLISHED, CURING COMPOUNDS AND/OR HARDENERS AND/OR DUSTPROOFERS AREPROHIBITED.c.MOISTURE-RETAINING SHEET MATERIALS: ANY OF THE TYPES LISTED N AND MEETING REQUIREMENTS OF ASTM C171:WATERPROOF PAPER, 4 MIL (.004") POLYETHYLENE FILM, WHITE BURLAP/POLYETHYLENE SHEET.d.SEALING MATERIALS: FOR LAPS IN SHEET COVERING, PROVIDE PRESSURE SENSITIVE TAPE, NON-STAINING MASTIC, OROTHER EFFECTIVE ADHESIVE RECOMMENDED BY COVERING MANUFACTURER.G.MISCELLANEOUS MATERIALS1.PREMOLDED JOINT FILLER: FOR USE IN EXPANSION OR ISOLATION JOINTS, SIZE 1/2" THICK X FULL DEPTH OF SLAB; EITHER ASTM D1751 OR D 1752, AND COMPATIBLE WITH TYPE OF JOINT SEALANT USED.2.PLASTIC VAPOR RETARDER: PROVIDE MOISTURE BARRIER COVER OVER PREPARED BASE MATERIAL WHERE INDICATED INACCORDANCE WITH ASTM E1643. USE ONLY MATERIALS WHICH ARE RESISTANT TO DECAY WHEN TESTED IN ACCORDANCE WITHASTM E 154, AS FOLLOWSa.VAPOR BARRIER: ASTM E1745 CLASS A. INCLUDE MANUFACTURER'S RECOMMENDED ADHESIVE OR PRESSURESENSITIVE TAPE. ACCEPTABLE PRODUCTS INCLUDE:i)PERMEANCE RATING: NOT TO EXCEED 0.02 PERMS (ASTM F 1249)ii)PUNCTURE RESISTANCE: MINIMUM 2200 GRAMS (ASTM E 1745).iii)TENSILE STRENGTH: MINIMUM 45.0 LBF/IN (ASTM E 1745)iv)WATER VAPOR PERMEANCE: (ASTM E-96): 0.025 GR./SQ. FT./HR OR LOWERb.APPROVED MANUFACTURERS:i)WR MEADOWS, INC.; PERMINATOR 15 MIL.ii)RAVEN INDUSTRIES, INC.; VAPOR BLOCK 15.iii)STEGO INDUSTRIES, LLC; STEGO WRAP, 15 MIL.iv)VIPER; VAPOR CHECK 16 MIL.3.BOND BREAKER: 15# FELT.CONCRETE WORK - 033000 (con't)I.CONCRETE PRODUCTION1.GENERAL: AS PER ACI 301, SECTION 4, ARTICLE 4.3, EXCEPT AS NOTED.2.READY-MIXED CONCRETE: USE FOR ALL WORK, EXCEPT THAT WHEN SMALL QUANTITIES (NOT OVER 1/2 CU YD) ARE NEEDEDFOR ISOLATED OR RELATIVELY UNIMPORTANT ITEMS, CONCRETE MAY BE BATCH MIXED AT SITE, SUBJECT TO ARCHITECT'SPRIOR APPROVAL.3.DELIVERY TICKET: IN ADDITION TO INFORMATION REQUIRED ON THE DELIVERY TICKET IN ASTM C94, THE FOLLOWING DATEREGARDING WATER, EXPRESSED IN GAL./CU YD, SHALL BE SHOWN ON THE DELIVERY TICKET OR ON AN ATTACHED BATCHTICKET FOR EACH TRUCKLOAD OF CONCRETE:a.MIX DESIGN WATER REQUIREMENT.b.FREE WATER IN AGGREGATE.c.WATER ADDED AT PLANT.d.PERMISSIBLE WATER TO ADD AT JOB SITE.4.MIXING TIME: CONCRETE WHICH HAS ATTAINED ITS INITIAL SET OR HAS CONTAINED WATER FOR LONGER THAN LISTED BELOW,SHALL NOT BE DEPOSITED IN THE WORK.CONCRETE TEMPERATURE AT MAXIMUM TIMETIME OF PLACEMENT, DEGREES BEFORE PLACEMENT, HR.UNDER 801-1/280 TO 851-1/486 TO 901OVER 901, WITH ARCHITECT'S APPROVALDEPENDENT ON SLUMP AND USE.J.FABRICATING REINFORCEMENT1.GENERAL: AS PER ACI 301, SECTION 3, ARTICLE 3.2.2, EXCEPT AS FOLLOWS:a.NO WELDING OF REINFORCING BARS WILL BE PERMITTED WITHOUT APPROVAL OF THE ENGINEER.K.JOINTS AND EMBEDDED ITEMS1.GENERAL: AS PER ACI 301, SECTION 5, WITH JOINT LOCATIONS AS NOTED.2.CONSTRUCTION JOINTS: LOCATE AND INSTALL CONSTRUCTION JOINTS AS INDICATED, OR IF NOT INDICATED, LOCATE SO ASNOT TO IMPAIR STRENGTH AND APPEARANCE OF STRUCTURE. PROVIDE KEYWAYS AT LEAST 1-1/2" DEEP IN CONSTRUCTIONJOINTS IN WALLS, SLABS AND BETWEEN WALLS AND FOOTINGS; EXCEPT BULKHEADS DESIGNED FOR THIS PURPOSE MAY BEUSED FOR SLABS. PLACE CONSTRUCTION JOINTS PERPENDICULAR TO MAIN REINFORCEMENT. CONTINUE REINFORCEMENTACROSS CONSTRUCTION JOINTS UNLESS NOTED OTHERWISE. IN SLABS ON GRADE, CONSTRUCTION JOINTS MAY BESUBSTITUTED FOR CONTROL JOINTS INDICATED ON DRAWINGS AS REQUIRED BY THE CONTRACTOR, PROVIDED THE SLAB ISSUBDIVIDED INTO LONGSTRIPS OR LARGE BLOCKS, BUT CONTROL JOINTS MAY NOT BE SUBSTITUTED FOR CONSTRUCTIONJOINTS. CHECKER-BOARDING SHALL NOT BE PERMITTED.a.CONSTRUCTION JOINTS SHALL BE SPACED AT THE FOLLOWING MAXIMUM DISTANCES:i)EXTERIOR AND INTERIOR WALLS - 50 FT.ii)FOOTINGS - 125 FT.iii)SLABS ON GRADE - 10'-0" X 10'-0" MAXIMUM (AREAS SCHEDULED TO BE POLISHED)3.CONTROL JOINTS IN SLABS: CONTROL JOINTS IN SLABS SHALL BE PROVIDED AT THE LOCATIONS INDICATED ON THEDRAWINGS. JOINTS SHALL BE MADE BY SAW CUTTING 0 TO 2 HOURS AFTER THE FINAL FINISH AT EACH JOINT LOCATION USINGTHE EARLY-ENTRY DRY-CUT PROCESS PER ACI 302.1R. JOINT DEPTH SHALL BE PER DRAWING DETAIL. THE SAW SHALL USE ADIAMOND-IMPREGNATED BLADE AND EMPLOY THE USE OF A SKID PLATE TO PREVENT SPALLING AND RAVELING OF THE SLAB.a.SAW BLADES FOR SLABS SCHEDULED TO BE POLISHED SHALL HAVE A TRIANGULAR ARBOR CONFIGURATION.4.GENERAL: IT IS THIS CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL TRADES FOR THE SETTING OF THE SLEEVES,ANCHORS, DOVETAIL SLOTS, INSERTS, AND OTHER EMBEDDED ITEMS AND PROVIDE ALL OPENING REQUIRED FOR THEINSTALLATION OF OTHER WORK IN ACCORDANCE WITH THE CONTRACTOR'S SHOP DRAWINGS AND CERTIFIED PRINTS.5.STRUCTURAL INTEGRITY: PROVIDE NO SLEEVES OR OPENINGS IN STRUCTURAL CONCRETE UNLESS SHOWN ON THESTRUCTURAL DRAWINGS OR APPROVED BY THE ENGINEER.L.CONCRETE PLACEMENT1.GENERAL: AS PER ACI 301, SECTION 5, EXCEPT AS NOTED.2.PLACING: NO CONCRETE SHALL BE PLACED EXCEPT WHEN ARCHITECT OR INDEPENDENT TESTING LABORATORYREPRESENTATIVE IS PRESENT, UNLESS THIS REQUIREMENT IS SPECIFICALLY WAIVED BY THE ARCHITECT. GIVE ADEQUATENOTICE TO THE ARCHITECT, THE TESTING LABORATORY, AND ALL CONTRACTORS AFFECTED BEFORE PLACING CONCRETE.ALLOW ADEQUATE TIME FOR INSTALLATION OF ALL NECESSARY PARTS.3.COLD WEATHER PLACING:a.FOLLOW ACI RECOMMENDATIONS FOR COLD WEATHER PLACING.4.HOT WEATHER PLACING:a.FOLLOW ACI RECOMMENDATIONS FOR HOT WEATHER PLACING.M.SLABS1.FINISHINGa.FINISH CONCRETE FLOOR SURFACES IN ACCORDANCE WITH ACI 301.b.INITIAL WORKING:i)STRIKE OFF THE SURFACE USING A LASER SCREED, THEN BULL FLOAT AT 90 DEGREES TO THE SCREED PULLDIRECTION, VIBRATE AND CONSOLIDATE, AND LEVEL TO SPECIFIED ELEVATION. A 10 FOOT CHECK ROD ISRECOMMENDED; HOWEVER, IF NOT AVAILABLE BULL FLOATS SHOULD BE 6 FOOT LONG.ii)REMOVE SURFACE IRREGULARITIES WITH BULL FLOAT BEFORE WATER APPEARS ON CONCRETE SURFACE.iii)WHEN PLACING CONCRETE MIX AT EDGES, USE A 36 INCH LONG METAL OR WOOD EDGED SCREED AND RUNPARALLEL WITH THE FORMWORK OR EDGE AFTER THE INITIAL SCREEDING AND BEFORE FLOATING. HANDFLOATING SHOULD BE PARALLEL TO THE EDGE AND PERFORMED IN 24 INCH INCREMENTS TO AVOID LIFTING ORDEPRESSING THE SURFACE. AVOID PULLING EXCESSIVE AMOUNTS OF THE CONCRETE MIX TO THE EDGES BYEITHER NOT USING HAND TOOLS MORE THAN 24 INCHES FROM THE EDGE, OR FLOATING IN A FAN DIRECTIONiv)DO NO FURTHER WORKING OF SURFACE UNTIL TIME FOR FLOATING; DO NOT WORK SURFACE WHILE WATER ISPRESENT.v)"DRY SPRINKLE" METHOD FINISHING IS NOT ACCEPTABLE AND WILL BE CAUSE FOR REJECTION.2.FLOATING:a.BEGIN FLOAT OPERATIONS WHEN BLEED WATER SHEEN HAS DISAPPEARED AND CONCRETE HAS STIFFENEDSUFFICIENTLY TO ALLOW WALKING ON SURFACE WITHOUT LEAVING HEEL PRINTS MORE THAN 1/4 INCH DEEP. USEMAGNESIUM OR ALUMINUM POWER FLOAT. USE PANS AND MAKE TWO PASSES.b.WHEN MACHINE FLOATING EDGES, USE PANS AND OVERRUN THE FORMED EDGE BY 5 INCHES. FOR BOTH WALK-BEHINDAND RIDING EQUIPMENT, MAKE THE FIRST PASS ALONG THE EDGE WITH THE LEFT SIDE, OR CUTTING SIDE, OF THEEQUIPMENT TO PULL DOWN HIGH SPOTS OF THE SURFACE. MAKE A SECOND PASS ALONG THE EDGE WITH THE RIGHTSIDE, OR FILLING SIDE, OF THE EQUIPMENT TO FILL LOW SPOTS IN THE SURFACE.c.PREMATURE FINISHING BRINGS EXCESSIVE FINES TO SURFACE AND CAUSES FINISHED SLAB TO HAVE SOFT SURFACEWHICH WILL DUST.CONCRETE WORK - 033000 (con't)DIAMOND POLISHING CONCRETE FLOORS - 033543A. RELATED DOCUMENTS1. DIVISION 3 SPECIFICATION SECTION 'CONCRETE', APPLIES TO THIS SECTION.B. SUMMARY1. THIS SECTION INCLUDES POLISHED CONCRETE FINISH FOR NEW INTERIOR CONCRETE FLATWORK. POLISHED CONCRETEFINISHES FOR PRECAST CONCRETE, VERTICAL CAST-IN-PLACE CONCRETE, AND EXTERIOR CONCRETE ARE SPECIFIED IN THESECTIONS FOR THOSE TYPES OF CONCRETE.2. FURNISH ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES NECESSARY FOR WET OR DRY DIAMOND GRINDING AND POLISHINGOF CONCRETE FLOORS.3. APPLYING DENSIFYING IMPREGNATOR/SEALER AND POLISHING TO SPECIFIED SHEEN LEVEL AND AGGREGATE EXPOSURE.4. APPLYING CEMENTITIOUS CONCRETE PATCH SKIM COAT TO PROBLEM AREAS.5. CONCRETE MUST BE CURED A MINIMUM OF 28 DAYS PRIOR TO POLISHING.6. ALL POLISHING FINISHES WILL BE INCORPORATED ON THE SALES FLOOR, STOCK ROOM AND BACK OF HOUSE ROOMS.C. REFERENCES1. AMERICAN CONCRETE INSTITUTE (ACI):a. ACI302.1R-89, GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION.2. AMERICAN SOCIETY FOR TESTING AND MATERIALS:a. ASTM C779, STANDARD TEST METHOD FOR ABRASION OF HORIZONTAL CONCRETE SURFACES.b. ASTM C805, IMPACT STRENGTH.c. ASTM G23-81, ULTRAVIOLET LIGHT & WATER SPRAY.d. ASTM 1028, CO-EFFICIENT OF FRICTION.e. ASTM C 150, TYPE I, II PORTLAND CEMENT CONFORMITY, DEPENDING ON SOIL CONDITIONS.f. ASTM C 33, AGGREGATE CONFORMITY.3. OTHER TESTS:a. REFLECTIVITY.D. REQUIRED APPLICATORS: PREFFERED ACCOUNT VENDOR1. CPR: SEE TITLE SHEET FOR CONTACT INFORMATION. 2. GENERAL CONTRACTORS SHOULD CONTACT MICHAEL CLARKE FOR THE SELECTED APPLICATOR THAT WILL DO THE JOB.ALL PRICING IS SET BASED ON THE NATIONAL VENDOR AGREEMENT.a. PROTECTION: GENERAL CONTRACTOR SHALL PROTECT AREAS TO RECEIVE POLISHED CONCRETE FINISH AT ALL TIMES DURING CONSTRUCTION TO PREVENT OILS, DIRT, METAL, EXCESSIVE WATER AND OTHER POTENTIALLY DAMAGING MATERIALS FROM AFFECTING THE FINISHED CONCRETE SURFACE. PROTECTION MEASURES LISTED BELOW SHALL BEGIN IMMEDIATELY AFTER THE CONCRETE SLAB IS POURED:i) ALL HYDRAULIC POWERED EQUIPMENT SHALL BE DIAPERED TO AVOID STAINING OF THE CONCRETE.ii) VEHICLE PARKING IS PROHIBITED ON THE FINISH SLAB AREA.iii) NO PIPE CUTTING MACHINE SHALL BE USED ON THE FINISH FLOOR SLAB.iv) STEEL SHALL NOT BE PLACED ON THE FINISH SLAB.v) ACIDS AND ACIDIC DETERGENTS SHALL NOT COME IN CONTACT WITH SLAB.vi) ALL PAINTERS WILL USE DROP CLOTHS ON THE FINISH FLOOR SLAB. IF PAINT GETS ON THE CONCRETE, IT MUSTBE IMMEDIATELY REMOVED.b. ALL TRADES MUST BE INFORMED THAT THE SLAB MUST BE PROTECTED AT ALL TIMES.c. IF THE SLAB IS DAMAGED DURING OR AFTER THE POLISHING PROCESS THE GENERAL CONTRACTOR WILL BERESPONSIBLE FOR ANY COSTS.E. POLISHING EQUIPMENT / MATERIALS1. EQUIPMENTa. 3 HEAD COUNTER ROTATING VARIABLE SPEED APPROVED FLOOR GRINDER WITH AT LEAST 600 POUNDS DOWN PRESSURE.b. DUST EXTRACTION SYSTEM, PRE-SEPARATOR, AND SQUEEGEE ATTACHMENTS WITH MINIMUM FLOW RATING OF 322 CUBIC FEET PER MINUTE.c. GRINDING HEADS:i) METAL BONDED DIAMONDS 16, 25, 40, 60, 80, AND 150 GRITS.ii) RESIN BONDED PHENOLIC DIAMONDS, 100 UP TO 800 GRIT / LEVEL 2.d. HAND GRINDER WITH DUST EXTRACTION ATTACHMENT AND PADS.3.TROWELING:a.DELAY TROWELING AS LONG AS POSSIBLE TO PREVENT WORKING EXCESS FINES AND WATER TO SURFACE. DONOT BEGIN UNTIL SURFACE MOISTURE FILM AND SHINE REMAINING AFTER FLOATING HAVE DISAPPEARED.b.POWER TROWEL WHERE POSSIBLE; USE HAND TROWEL IN INACCESSIBLE AREAS.N.CURING AND PROTECTION1.GENERAL: AS PER ACI 301, SECTION 5, ARTICLE 5.3.6, EXCEPT AS NOTED. REQUIREMENTS FOR CURING AND PROTECTIONSPECIFIED IN ACI 301 SHALL BE STRICTLY OBSERVED, WITH PARTICULAR EMPHASIS ON THE FOLLOWING:2.USE OF CURING METHODS: MAINTAIN CURING PROTECTION IN GOOD CONDITION DURING REQUIRED PERIOD. REPAIR,REAPPLY OR REPLACE WHEN NECESSARY.a.WATER: WHEN EXCESSIVE AMOUNTS OF WATER ARE USED FOR CURING, PROVIDE MEANS FOR REMOVAL SO THATHARMFUL EFFECTS TO OTHER CONSTRUCTION AND TO EARTH SURFACES WILL BE MINIMIZED.FOR REHAB PROJECTS OR AS REQUIRED BY TENANT, THE FOLLOWING SPECIFICATIONS SHALL APPLY:o.SLAB MOISTURE TESTING: CONTRACT WITH NATIONAL ACCOUNT VENDOR LISTED ON TITLE SHEET FOR CONCRETE SLABMOISTURE VAPOR EMISSION, IN-SITU RELATIVE HUMIDITY AND PH (ALKALINITY) TESTING. GENERAL CONTRACTOR IS RESPONSIBLEFOR COORDINATING COMPLETION OF THIS TEST AND ADHERING TO THE FOLLOWING CRITERIA:1.PROVIDE ACCESS FOR AND COOPERATE WITH TENANT'S NATIONAL ACCOUNT VENDOR:a.NO SUBSTITUTIONS OR ALTERNATE TESTING COMPANY IS PERMITTED2.NOTIFY TENANT'S NATIONAL ACCOUNT VENDOR NO LESS THAN 10 WORKING DAYS PRIOR TO COMMENCEMENT OF TESTING.3.NOTIFY TENANT'S NATIONAL ACCOUNT VENDOR WHEN THE BUILDING IS ENCLOSED AND TEMPERATURE AND RELATIVEHUMIDITY MEET THE REQUIREMENTS FOR TESTING.a.MAINTAIN AMBIENT TEMPERATURES OF NOT LESS THAN 65°F OR MORE THAN 85°F IN SPACES TO RECEIVE TESTINGFOR 48 HOURS PRIOR TO COMMENCEMENT OF AND DURING TESTING.b.MAINTAIN RELATIVE HUMIDITY BETWEEN 40 AND 60 PERCENT IN SPACES TO RECEIVE TESTING FOR 48 HOURSPRIOR TO COMMENCEMENT OF AND DURING TESTING.c.IN THE EVENT THAT A RETURN TRIP BY TENANT'S NATIONAL ACCOUNT VENDOR IS REQUIRED AS A RESULT OFCONTRACTOR'S FAILURE TO ACHIEVE THE SPECIFIED TEMPERATURE AND HUMIDITY CRITERIA, THEN THECONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL ASSOCIATED COSTS WHICH SHALL BE BILLEDACCORDINGLY BY TENANT'S NATIONAL ACCOUNT VENDOR TO THE CONTRACTOR.4.CONCRETE SLAB MOISTURE & PH TESTING TO BE PERFORMED ON ALL CONCRETE SLABS SCHEDULED TO BE COVERED WITH AFLOOR COVERING. TESTING TO BE CONDUCTED PER ASTM F 1869, ASTM F 2170, AND ASTM F 710 STANDARDS.a.PER JO-ANN STANDARDS, PROVIDE A MINIMUM OF SIX (6) CALCIUM CHLORIDE TESTS, SIX (6) RELATIVE HUMIDITYTESTS UTILIZING RAPID RH PROBES, AND SIX (6) PH TESTS UP TO THE FIRST 15,000 SQUARE FEET OF CONCRETESLAB AND THEN ADD ONE ADDITIONAL TEST FOR EACH 2,500 SQUARE FEET OF CONCRETE SLAB OR FRACTIONTHEREOF. ALL TESTS TO BE CONDUCTED SIMULTANEOUSLY.b.MOISTURE TEST REPORT SHALL INCLUDE EXECUTIVE SUMMARY, CERTIFIED MOISTURE TEST REPORT, PROJECTFLOOR PLAN, RISK ASSESSMENT AND REPAIR OPTION CHART, TEST RESULTS MAPPING DIAGRAMS, SITEPHOTOGRAPHS, REPAIR OPTION SPECIFICATION, PRODUCT DATA AND INSTALLATION INSTRUCTIONS.c.AT COMPLETION OF TESTING AND REPORTING, THE MOISTURE TEST REPORT SHALL BE FORWARDED TO THEPROJECT REPRESENTATIVE WHO ISSUED THE PURCHASE ORDER FOR TESTING AND JO-ANN'S CONSTRUCTIONDEPARTMENT.d.INFORMATION FURNISHED IN MOISTURE TESTING REPORT SHALL NOT BE USED TO MODIFY THE REQUIREMENTS OFTHESE SPECIFICATIONS EXCEPT AS SPECIFICALLY REQUIRED HEREIN OR UNLESS OTHERWISE SPECIFIED ORDIRECTED BY JO-ANN'S CONSTRUCTION DEPARTMENT.5.UNLESS OTHERWISE SPECIFIED HEREIN, THE DATE THAT THE FLOOR FINISH CAN BE INSTALLED, IN ACCORDANCE WITHTENANT'S NATIONAL ACCOUNT VENDOR'S MOISTURE TEST REPORT, SHALL NOT INFRINGE UPON FIXTURING DATE,CONSTRUCTION COMPLETE DATE, OR ANY OTHER ESTABLISHED DATE ON SCHEDULE.6.EXISTING CONCRETE SLABS: IF EXISTING FLOOR FINISH IS TO BE REMOVED, CONDUCT TESTS BEFORE EXISTING FLOOR FINISHIS REMOVED.CONCRETE WORK - 033000A.DESCRIPTION OF WORK1.EXTENT OF CAST-IN-PLACE CONCRETE IS SHOWN ON DRAWINGS2.WORK PROVIDED BY OTHERS:a.BY THE OWNER - PAYMENT OF COSTS FOR CONCRETE TESTING AND INSPECTION AS HEREINAFTER DESCRIBED.B.QUALITY ASSURANCE1.SOURCE QUALITY CONTROL: MATERIALS ARE SUBJECT TO INSPECTION AND TESTS IN FIELD CONDUCTED BY A QUALIFIEDINSPECTION AGENCY. SUCH INSPECTIONS AND TESTS WILL NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR PROVIDINGMATERIALS IN COMPLIANCE WITH SPECIFICATION REQUIREMENTS. PROMPTLY REMOVE AND REPLACE MATERIALS ORCOMPONENTS WHICH DO NOT COMPLY.a.THE REINFORCING STEEL SUPPLIER SHALL CERTIFY THAT ALL REINFORCING STEEL HAS BEEN MANUFACTURED IN THEUNITED STATES AND MEETS THE DESIGNATED ASTM SPECIFICATIONS.C.TESTING:1.AS PER ACI 301, SECTION 1, ARTICLE 1.6, EXCEPT AS NOTED.2.REQUIRED TESTING SERVICES OF SECTIONS 1.6.4 AND 1.6.5 WILL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORYEMPLOYED BY THE OWNER. TESTING SERVICES REQUIRED IN SECTIONS 1.6.4.2A, B AND C SHALL BE PERFORMED BY THESAME LABORATORY BUT AT CONTRACTOR'S EXPENSE.3.ALL SAMPLES SHALL BE TAKEN AFTER ANY ADDITION OF WATER AT THE JOB SITE IS COMPLETE. WHEN PUMPING ORPNEUMATIC EQUIPMENT IS USED, SAMPLES SHALL BE TAKEN AT THE DISCHARGE END. THIS IS FOR BOTH CYLINDERS ANDSLUMP TEST.4.MOLD AND CURE FOUR SPECIMENS (CYLINDERS) IN ACCORDANCE WITH ASTM C31. FOUR SPECIMENS CONSTITUTE ASTRENGTH TEST. TEST ON CYLINDER AT 7 DAYS AND 2 AT 28 DAYS. ACCEPTANCE OF STRUCTURE WILL BE BASED ONRESULTS OF 28-DAY TESTS.H.PROPORTIONING AND DESIGN OF MIXES1.GENERAL: AS PER ACI 301, SECTION 4, EXCEPT AS NOTED.2.NO CONCRETE SHALL BE PLACED UNTIL THE PROPOSED CONCRETE MIX HAS BEEN SUBMITTED IN WRITING AND REVIEWED BYTHE ENGINEER.3.ALL NORMAL WEIGHT CONCRETE SHALL WEIGH 145 PCF, EXCEPT WHERE OTHERWISE SPECIFIED.4.CONCRETE SHALL CONFORM TO THE FOLLOWING WATER-CEMENT RATIOS:FOUNDATIONS:COMPRESSIVE STRENGTH: 3000 PSI AT 28 DAYSMAXIMUM WATER-CEMENT RATIO: 0.60 (NON-AIR-ENTRAINED)SLAB ON GRADE (NOT POLISHED), RETAINING AND STEM WALLS, AND SUPPORTED SLAB:COMPRESSIVE STRENGTH: 4000 PSI AT 28 DAYS MAXIMUM MAXIMUM WATER-CEMENTRATIO: 0.55 (NON-AIR-ENTRRAINED)0.45 (AIR-ENTRAINED)SLAB ON GRADES SCHEDULED TO BE POLISHED:COMPRESSIVE STRENGTH: 4000 PSI AT 28 DAYSMAXIMUM WATER-CEMENT RATIO:0.45 (NON-AIR-ENTRAINED)5.ALL CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" UNLESS NOTED OTHERWISE.6.CONCRETE QUALITY: SEE NOTES ON STRUCTURAL DRAWINGS FOR COMPRESSIVE STRENGTH, CEMENT CONTENT, AND OTHERQUALITY REQUIREMENTS FOR VARIOUS AREAS.c.STEEL TROWEL THE SURFACE IN THREE PASSES WITHOUT BURNING THE SURFACE OR BURNING THE AGGREGATE(PLASTIC TROWEL BLADES WILL PREVENT BURNING THE AGGREGATE).·OVER TROWELING THE SLAB CAN CREATE A BLACK TOP SURFACE AND WILL REQUIRE ADDITIONAL FLOORPREP TO REMOVE AT AN ADDITIONAL COST TO THE GENERAL CONTRACTOR, NOT TENANT.d.LIGHTLY HAND OR MACHINE TOOL EDGES CONSTRUCTION JOINTS AND EXERCISE CARE THAT EDGES ARE NOTDEPRESSED OR CHATTERED ALONG BULKHEADS, FORMED EDGES, COLUMNS, AND PIPE PENETRATIONS.e.SLAB MUST BE ABLE TO ACCEPT SPECIFIED FLOOR TREATMENT. COORDINATE WITH FLOOR TREATMENTMANUFACTURER'S APPLICATION INSTRUCTIONS FOR PROPER FINISH AND FOR PROCEDURES WHEN FINISH IS TOODENSE FOR PROPER FLOOR TREATMENT APPLICATION.f.DO NOT RE-WET SURFACE TO TROWEL.g.DO NOT DUST THE FINISHED SURFACE WITH DRY PORTLAND CEMENT OR SAND TO ACCELERATE CURING ANDDRYING.5.BROOMED:a.PROVIDE A FLOATED FINISH, THEN FINISH WITH A FLEXIBLE BRISTLE BROOM.b.ALLOW SURFACE TO HARDEN SUFFICIENTLY TO RETAIN SCORING OR RIDGES.c.BROOM TRANSVERSE TO TRAFFIC OR AT RIGHT ANGLES TO SLOPE OF SLAB.6.MINIMUM FLOOR FINISH TOLERANCES AS MEASURED IN ACCORDANCE WITH ASTM E-1155 STANDARD TEST METHOD FORDETERMINING FLOOR FLATNESS AND LEVELNESS USING THE F-NUMBER SYSTEM.a.ALL SLABS :1)FF FLOOR FLATNESS: OVERALL VALUE = 83; LOCAL MINIMUM = 50.2)FL FLOOR LEVELNESS: OVERALL VALUE = 30; LOCAL MINIMUM = 20.7.FINISH SCHEDULEa.INTERIOR FLOOR SLABS: MACHINE TROWEL.b.EXTERIOR SLAB AREAS: LIGHT BROOM.BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403SP102ARCHITECTURALSPECIFICATIONS A.ROUGH CARPENTRY: PROVIDE WOOD GROUNDS, NAILERS & BLOCKING WHERE INDICATED AND REQUIRED. USE FASTENINGMETHODS WHICH WILL INSURE THE GREATEST STRENGTH FOR THE CONDITION INDICATED. WOOD SHALL BE AS FOLLOWS:1.MOISTURE CONTENT: 19% MAXIMUM2.GRADE: STANDARD GRADE LIGHT FRAMING SIZE LUMBER OF ANY SPECIES OR BOARD SIZE LUMBER AS REQUIRED. No. 3COMMON OR STANDARD GRADE PER WCLIB OR WWPA RULES OR No. 3 BOARDS PER SPIB RULES.3.PROVIDE FIRE RETARDANT TREATED WOOD WHERE REQUIRED BY LOCAL CODE REQUIREMENTS AND WHERE INDICATED.COMPLY WITH AWPA C20.4.PRESERVATIVE-TREATED WOOD: WHERE INDICATED, AND FOR USE AS WOOD CANTS, NAILERS, CURBS, EQUIPMENTSUPPORT BASES, BLOCKING, STRIPPING, AND SIMILAR MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPORBARRIERS, AND CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE. COMPLY WITH AWPA C2, WITH 0.25LBS./CUBIC FOOT MINIMUM RETENTION.A.CONCRETE BLOCK: COMPLY WITH REQUIREMENTS INDICATED.B.CONCRETE BLOCK: COMPLY WITH ASTM C90-11 FOR HOLLOW LOAD BEARING UNITS AND FOR SOLID LOAD BEARING UNITS AND ASFOLLOWS:1.TYPE: II NON-MOISTURE CONTROLLED UNITS2.GRADE: N3.WEIGHT CLASSIFICATION: 120#, MEDIUM WEIGHT BLOCK4.EXPOSED SURFACES: AS INDICATED ON DRAWINGS5.UNIT COMPRESSIVE STRENGTH: 1900 PSI MIN. AVERAGE NET AREA6.COLORS: AS INDICATED ON DRAWINGSC.MORTAR: PROVIDE MORTAR MIXTURES AS FOLLOWS FOR THE VARIOUS APPLICATIONS.1.FOR MASONRY PROVIDE MATERIALS AND MORTAR WHICH COMPLY WITH ASTM C150, C91, C1142, C207, C270, C144 AND C404AND AS FOLLOWS:a.COLORS: MATCH ADJACENT BLOCK WITH COLORED MORTARb.TYPE: "S"D.REINFORCING:1.PROVIDE HORIZONTAL JOINT REINFORCING ON CONCRETE BLOCK COURSES AT 16" O.C., VERTICALLY. PROVIDE THEFOLLOWING:a.TRUSS TYPE, 9 GAUGE, STANDARD, HORIZONTAL REINFORCING AS MANUFACTURED BY NATIONAL WIRE PRODUCTSINDUSTRIES WITH A HOT DIPPED GALVANIZED G-90 FINISH.b.LAP SPLICE REINFORCING A MINIMUM OF (2) CROSS BARS OR 6", WHICHEVER IS GREATER.c.PROVIDE REINFORCING WHERE INDICATED.d.ASTM A615, GRADE 60, DEFORMED.e.LAP SPLICES PER ACI-530-05.f.PROVIDE BAR SPACERS AS NECESSARY TO MAINTAIN PROPER POSITIONING OF BARS.E.GROUT1.GROUT ALL REINFORCING STEEL SOLID AND WHERE OTHERWISE INDICATED.2.GROUT A MINIMUM OF 16" UNDER BEAM BEARINGS AND 8" UNDER LINTELS.3.GROUT STRENGTH SHALL BE 2000 PSI MINIMUM.4.MAXIMUM GROUT POUR HEIGHT SHALL BE 12 FEET. WHEN GROUT POUR EXCEEDS 5 FEET, PROVIDE CLEANOUTS IN BOTTOMCOURSE OF MASONRY IN EACH GROUT POUR.5.PLACE GROUT IN LIFTS NOT EXCEEDING 5 FEET. CONSOLIDATE EACH LIFT BY MECHANICAL VIBRATION AND RECONSOLIDATEBY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED.F.INSTALLATION OF MASONRY UNITS: LAY UNITS TRUE AND PLUMB IN A RUNNING BOND WITH 3/8" JOINTS. FINISH JOINTS SHALL BECONCAVE. UPON COMPLETION, CLEAN MASONRY IN ACCORDANCE WITH BRICK INSTITUTE RECOMMENDATIONS.G.PROVIDE WATER REPELLENT ADMIXTURE BY "GRACE" FOR EXTERIOR MORTAR AND CONCRETE MASONRY UNITS.H.NO TOOTHING WILL BE ALLOWED. RACK-BACK WORK AT END OF DAY, OR COMPLETED WORK PERIOD.I.SEALER: REFER TO PAINT SPECIFICATION SECTIONJ.FILL IN ALL BEARING POCKETS WITH SOLID MASONRY AFTER INSTALLING BEAMS.A.DESCRIPTION OF WORK1.STRUCTURAL STEEL IS THAT WORK DEFINED IN AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "CODE OF STANDARDPRACTICE" AND IS OTHERWISE SHOWN ON DRAWINGS. IT INCLUDES STEEL COLUMNS, BASE PLATES, BEAMS, AND OTHERSTEEL ITEMS WHICH ARE A PART OF THE BUILDING STRUCTURE.2.IN ADDITION, FURNISH TO THE INSTALLER INVOLVED SUCH ITEMS AS BOLTS, ANCHOR RODS, INSERTS, CLIP ANGLES, ANDSLEEVES REQUIRED FOR ATTACHMENT OF ITEMS SPECIFIED IN THIS SECTION, TOGETHER WITH PLACEMENT DRAWINGS ANDTOLERANCES. THIS INCLUDES ALL PLATES, JOISTS AND BEAM ANCHORAGE.3.WORK PROVIDED BY OTHERS:a.BY THE OWNER - PAYMENT OF COSTS FOR TESTING AND INSPECTION AS DESCRIBED HEREINAFTER.B.QUALITY ASSURANCE1.SOURCE QUALITY CONTROL: MATERIALS AND FABRICATION PROCEDURES ARE SUBJECT TO INSPECTION AND TESTS IN MILLSHOP, AND FIELD CONDUCTED BY A QUALIFIED INSPECTION AGENCY. SUCH INSPECTIONS AND TESTS WILL NOT RELIEVECONTRACTOR OF RESPONSIBILITY FOR PROVIDING MATERIALS AND FABRICATION PROCEDURES IN COMPLIANCE WITHSPECIFIED REQUIREMENTS. PROMPTLY REMOVE AND REPLACE MATERIALS OR FABRICATED COMPONENTS WHICH DO NOTCOMPLY.2.DESIGN OF MEMBERS AND CONNECTIONS: DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS,UNLESS OTHERWISE INDICATED.3.QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCESSES AND WELDING OPERATORS IN ACCORDANCE WITHAWS "STANDARD QUALIFICATIONS PROCEDURE". PROVIDE CERTIFICATION THAT WELDERS TO BE EMPLOYED IN WORK HAVESATISFACTORILY PASSED AWS QUALIFICATION TESTS. IF RECERTIFICATION OF WELDERS IS REQUIRED, RETESTING WILL BECONTRACTOR'S RESPONSIBILITY.C.SUBMITTALS (SHOP DRAWINGS):1.SUBMIT SHOP DRAWINGS PREPARED UNDER SUPERVISION OF A REGISTERED STRUCTURAL ENGINEER, INCLUDING COMPLETEDETAILS AND SCHEDULES FOR FABRICATION AND ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES ANDDIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLES, AND OTHER PERTINENT DATA.2.INDICATE WELDS BY STANDARD AWS SYMBOLS AND SHOW SIZE, LENGTH, AND TYPE OF EACH WELD. PROVIDE SETTINGDRAWINGS, TEMPLATES AND DIRECTIONS FOR INSTALLATION OF ANCHOR RODS AND OTHER ANCHORAGES TO BE INSTALLEDBY OTHERS. PROVIDE CALCULATIONS USED FOR DESIGNING CONNECTIONS.3.AISC STANDARD DOUBLE ANGLE CONNECTION DETAILS SHALL BE USED FOR ALL CONNECTIONS THAT ARE NOT OTHERWISEDETAILED ON THE DRAWINGS. WHERE THE REACTIONS OF BEAMS AND GIRDERS ARE NOT SHOWN ON THE DRAWINGS, THECONNECTIONS SHALL BE DESIGNED TO SUPPORT THE MAXIMUM ALLOWABLE UNIFORM LOAD AS INDICATED IN THE LOADTABLES OF THE AISC MANUAL OF STEEL CONSTRUCTION FOR THE GIVEN BEAM SIZE AND SPAN.4.SHOP DRAWINGS SHALL INDICATE THE DATE OF THE STRUCTURAL DRAWINGS THAT WERE USED TO PREPARE THE SHOPDRAWINGS.5.SHOP DRAWING SUBMITTALS SHALL CONSIST OF A DIRECT READING TRANSPARENCY PLUS 2 PRINTS OF EACH DRAWING.D.MATERIALS1.METAL SURFACES, GENERAL: FOR FABRICATION OF WORK WHICH WILL BE EXPOSED TO VIEW, USE ONLY MATERIALS WHICHARE SMOOTH AND FREE OF SURFACE BLEMISHES INCLUDING PITTING, SEAM MARKS, ROLLER MARKS, ROLLED TRADE NAMESAND ROUGHNESS. REMOVE SUCH BLEMISHES BY GRINDING, OR BY WELDING AND GRINDING, BEFORE CLEANING, TREATINGAND APPLYING OF SURFACE FINISHES.2.STRUCTURAL STEEL SHAPES, PLATES AND BARS: ASTM A 992 (FY = 50 KSI)3.COLD FORMED STEEL TUBING: ASTM A 500, GRADE B.4.STEEL PIPE: ASTM A 53, TYPE E OR S, GRADE B, BLACK, EXCEPT WHERE NOTED TO BE GALVANIZED.5.ANCHOR RODS: ASTM F1554, GR 50, NON-HEADED TYPE UNLESS OTHERWISE INDICATED.6.HIGH STRENGTH THREADED FASTENERS: HEAVY HEXAGON STRUCTURAL BOLT, HEAVY HEXAGON NUTS, AND HARDENEDWASHERS OF QUENCHED AND TEMPERED MEDIUM-CARBON STEEL, COMPLYING WITH ASTM A 325. ALL BOLTS SHALL BEMARKED WITH THE MANUFACTURER'S IDENTIFYING SYMBOL.7.ELECTRODES FOR WELDING: COMPLY WITH AWS CODE.8.STRUCTURAL STEEL PRIMER PAINT:a.FABRICATOR'S STANDARD, FAST-CURING, LEAD-FREE, UNIVERSAL PRIMER; SELECTED FOR GOOD RESISTANCE TONORMAL ATMOSPHERIC CORROSION, FOR CAPABILITY WITH FINISH PAINT SYSTEMS INDICATED AND FOR CAPABILITY TOPROVIDE A SOUND FOUNDATION FOR FIELD-APPLIED TOPCOATS DESPITE PROLONGED EXPOSURE; COMPLYING WITHPERFORMANCE REQUIREMENTS OF FS TT-P-664.b.PRIMER PAINT SHALL BE COMPATIBLE WITH FINISH COATS ON ARCHITECTURALLY EXPOSED STEEL.9.NONMETALLIC SHRINKAGE-RESISTANT GROUT: PRE-MIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAININGSELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER REDUCINGAGENTS, COMPLYING WITH CE-CRD-C621. MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 6000 PSI.E.FABRICATION1.SHOP FABRICATION AND ASSEMBLY: FABRICATE AND ASSEMBLE STRUCTURAL ASSEMBLIES IN SHOP TO GREATEST EXTENTPOSSIBLE. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS AND AS INDICATED ONFINAL SHOP DRAWINGS. PROVIDE CAMBER IN STRUCTURAL MEMBERS WHERE INDICATED. PROPERLY MARK ANDMATCH-MARK MATERIALS FOR FIELD ASSEMBLY. FABRICATE FOR DELIVERY SEQUENCE WHICH WILL EXPEDITE ERECTION ANDMINIMIZE FIELD HANDLING OF MATERIALS.2.CONNECTIONS:a.WELD OR BOLT SHOP CONNECTIONS, AS INDICATED.b.ALL FIELD CONNECTIONS SHALL BE BOLTED. ONLY USE FIELD WELDED CONNECTIONS WHERE DETAILED ONSTRUCTURAL DRAWINGS. EACH FIELD WELDED CONNECTION SHALL BE FULLY DETAILED ON ERECTION DRAWINGS.c.PROVIDE HIGH STRENGTH THREADED FASTENERS FOR ALL BOLTED CONNECTIONS.3.HIGH STRENGTH BOLTED CONSTRUCTION: INSTALL IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL JOINTSUSING ASTM A 325 OR A 490 BOLTS".4.WELDED CONSTRUCTION: COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS, ANDMETHODS USED IN CORRECTING WELDING WORK.5.EQUIPMENT SUPPORTS AND MECHANICAL OPENING FRAMING: FRAMING SHOWN ON STRUCTURAL DRAWINGS IS FOR GENERALARRANGEMENT ONLY AND MAY REQUIRE MODIFICATION TO SUIT THE ACTUAL PURCHASED EQUIPMENT. COORDINATE WITHMECHANICAL TRADES FOR NECESSARY CERTIFIED DRAWINGS BEFORE STARTING FABRICATION. STEEL FABRICATOR SHALLPROVIDE A COMPLETE JOB READY FOR INSTALLATION OF EQUIPMENT, AND CONTRACT PRICE SHALL COVER THISREQUIREMENT REGARDLESS OF SUBSEQUENT MODIFICATIONS TO FRAMING SHOWN ON DRAWINGS, AT NO EXTRA COST TOTHE OWNER.6.HOLES FOR OTHER WORK: PROVIDE HOLES REQUIRED FOR SECURING OTHER WORK TO STRUCTURAL STEEL FRAMING ANDFOR PASSAGE OF OTHER WORK THROUGH STEEL FRAMING MEMBERS, AS SHOWN ON FINAL SHOP DRAWINGS. PROVIDETHREADED NUTS WELDED TO FRAMING AND OTHER SPECIALTY ITEMS, AS INDICTED, TO RECEIVE OTHER WORK. CUT, DRILL,OR PUNCH HOLES PERPENDICULAR TO METAL SURFACES. DO NOT FLAME CUT HOLES OR ENLARGE HOLES BY BURNING.DRILL HOLES IN BEARING PLATES.F.SHOP PAINTING1.GENERAL: SHOP PRIME STRUCTURAL STEEL, EXCEPT THOSE MEMBERS OR PORTIONS OF MEMBERS TO BE EMBEDDED INCONCRETE OR MORTAR. PAINT EMBEDDED STEEL WHICH IS PARTIALLY EXPOSED ON EXPOSED PORTIONS AND INITIAL 2" OFEMBEDDED AREAS ONLY.a.DO NOT PAINT SURFACES WHICH ARE TO BE WELDED OR HIGH-STRENGH BOLTED WITH SLIP CRITICAL CONNECTIONS.2.SURFACE PREPARATION: AFTER INSPECTION AND BEFORE SHIPPING, CLEAN STEELWORK TO BE PAINTED. REMOVE LOOSERUSE, LOOSE MILL SCALE, AND SPATTER, SLAG OF FLUX DEPOSITS. CLEAN STEEL IN ACCORDANCE WITH STEEL STRUCTURESPAINTING COUNCIL (SSPC) AS FOLLOWS:a.ALL INTERIOR STEEL EXPOSED TO VIEW SP6 COMMERCIAL BLAST CLEANED.b.ALL EXTERIOR STEEL EXPOSED TO WEATHER SP10 NEAR WHITE BLAST CLEANED.c.ALL OTHER STEEL SP3 POWER TOOL CLEANED.G.INSPECTION: BEFORE STARTING ERECTION OF STRUCTURAL STEEL, VERIFY ALL BEARING ELEVATIONS AND ANCHOR RODLOCATIONS. REPORT ANY DISCREPANCIES TO THE ENGINEER. DO NOT PROCEED UNTIL CORRECTIONS HAVE BEEN MADE.DIAMOND POLISHING CONCRETE FLOORS - 033543 con'tUNIT MASONRY - 042000STEEL FRAMING - 051200H.ERECTION1.ANCHOR RODS: FURNISH ANCHOR RODS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TOFOUNDATIONS AND OTHER IN-PLACE WORK. FURNISH TEMPLATES AND OTHER DEVICES AS NECESSARY FOR PRESETTINGRODS AND OTHER ANCHORS TO ACCURATE LOCATIONS.2.ERECTION BOLTS: ON EXPOSED WELDED CONSTRUCTION, REMOVE ERECTION BOLTS, FILL HOLES WITH PLUG WELDS ANDGRIND SMOOTH AT EXPOSED SURFACES.3.COMPLY WITH AISC SPECIFICATIONS FOR BEARING, ADEQUACY OF TEMPORARY CONNECTIONS, ALIGNMENT, AND REMOVALOF PAIN ON SURFACES ADJACENT TO FIELD WELDS. DO NOT ENLARGE UNFAIR HOLES IN MEMBERS BY BURNING OR BY USEOF DRIFT PINS. REAM HOLES THAT MUST BE ENLARGED TO ADMIT BOLTS.4.CUTTING AND FITTING: SHOULD ANY DIFFICULTIES BE ENCOUNTERED, THE CONTRACTOR SHALL REQUEST WRITTENINSTRUCTIONS FROM THE ENGINEER BEFORE PROCEEDING WITH THE WORK. NO CUTTING OF SECTIONS, EITHER FLANGES,WEBS, STEMS OR ANGLES SHALL BE DONE WITHOUT PERMISSION OF THE ENGINEER, UNLESS CUTTING IS SHOWN.5.TOUCH-UP PAINTING: AFTER INSTALLATION, PROMPTLY CLEAN, PREPARE, AND PRIME OR REPRIME FIELD CONNECTIONS, RUSTSPOTS, AND ABRADED SURFACES OF PRIME-PAINTED JOISTS AND ACCESSORIES, BEARING PLATES, AND ABUTTINGSTRUCTURAL STEEL.a.CLEAN AND PREPARE SURFACES BY SSPC-SP 2 HAND-TOOL CLEANING OR SSPC-SP-3 POWER-TOOL CLEANING.b.APPLY A COMPATIBLE PRIME OF SAME TYPE AS SHOP PRIMER USED ON ADJACENT SURFACES.I.QUALITY CONTROL1.AN INDEPENDENT TESTING AND INSPECTION AGENCY SHALL BE ENGAGED TO INSPECT HIGH-STRENGTH BOLTEDCONNECTIONS AND WELDED CONNECTIONS AND TO PERFORM TESTS AND PREPARE TEST REPORTS. TESTING AGENCYSHALL CONDUCT AND INTERPRET TESTS AND STAT IN EACH REPORT WHETHER TEST SPECIMENS COMPLY WITHREQUIREMENTS, NOTING ANY DEVIATIONS THEREFROM.2.TESTING WORK SHALL BE DONE UNDER SUPERVISION OF A REGISTERED ENGINEER. AFTER COMPLETION OF THE WORK OFTHIS SECTION, TESTING AGENCY SHALL CERTIFY THAT WORK CONFORMS TO STRUCTURAL DRAWINGS. THIS CERTIFICATIONSHALL BEAR REGISTERED ENGINEER'S SEAL.3.PROVIDE ACCESS FOR TESTING AGENCY TO PLACES WHERE STRUCTURAL STEEL WORK IS BEING FABRICATED ORPRODUCED DO THAT REQUIRED INSPECTION AND TESTING CAN BE ACCOMPLISHED. TESTING AGENCY MAY INSPECTSTRUCTURAL STEEL AT PLANT BEFORE SHIPMENT; HOWEVER, ENGINEER RESERVES RIGHT, AT ANY TIME BEFORE FINALACCEPTANCE, TO REJECT MATERIAL NOT COMPLYING WITH SPECIFIED REQUIREMENTS.4.CORRECT DEFICIENCIES IN STRUCTURAL STEEL WORK WHICH INSPECTION AND LABORATORY TEST REPORTS HAVEINDICATED TO BE NOT IN COMPLIANCE WITH REQUIREMENTS. PERFORM ADDITIONAL TESTS, AT CONTRACTOR'S EXPENSE, ASMAY BE NECESSARY TO RECONFIRM AN NONCOMPLIANCE OF ORIGINAL WORK, AND AS MAY BE NECESSARY TO SHOWCOMPLIANCE OF CORRECTED WORK.STEEL FRAMING - 051200 (con't)ROUGH CARPENTRY - 061000METAL DECKING- 053100A.SECTION REQUIREMENTS1.SUBMITTALS: PRODUCT DATE, SHOP DRAWINGS.2.COMPLY WITH SDI PUBLICATION NO. 30.3.COMPLY WITH AWS D1.3, "STRUCTURAL WELDING CODE-SHEET STEEL."B.MATERIALS1.PRIME-PAINTED STEEL SHEET: ASTM A 1008/A 1008/M, STRUCTURAL STEEL (SS), GRADE 33 (GRADE 230) MINIMUM, SHOPPRIMED.C.DECKING1.ROOF DECK: FABRICATE PANELS FROM PRIME-PAINTED STEEL SHEET, WITHOUT TOP-FLANGE STIFFENING GROOVES, TOCOMPLY WITH THE FOLLOWING:a.DECK PROFILE: AS INDICATED ON DRAWINGS.b.PROFILE DEPTH: AS INDICATED ON DRAWINGSc.DESIGN UNCOATED-STEEL THICKNESS: AS INDICATED ON DRAWINGS.D.ACCESSORIES: MANUFACTURER'S RECOMMENDED ROOF DECK ACCESSORY MATERIALS. SHEET METAL ACCESSORIES OF SAMEMATERIAL AND FINISH AS DECK.E.DECK INSTALLATION1.PLACE, ADJUST, ALIGN, AND BEAR DECK PANELS ON STRUCTURE. DO NOT STRETCH OR CONTRACT SIDE-LAP INTERLOCKS.2.PLACE DECK PANELS FLAT AND SQUARE AND WELD TO STRUCTURE WITHOUT WARP OR DEFLECTION.3.CUT, REINFORCE, AND FIT DECK PANELS AND ACCESSORIES AROUND OPENINGS AND PROJECTIONS.4.ROOF DECK ACCESSORIES: INSTALL RIDGE AND VALLEY PLATES, FINISH STRIPS, COVER PLATES, END CLOSURES, ANDREINFORCING CHANNELS. WELD TO SUBSTRATE.5.WIRE BRUSH, CLEAN, AND PAINT SCARRED AREAS, WELDS, AND RUST SPOTS ON BOTH SURFACES OF PAINTED DECK PANELS.COLD FORMED METAL FRAMING- 054100A.SECTION REQUIREMENTS1.SUBMITTALS: PRODUCT DATE, SHOP DRAWINGS, ENGINEERED SIGNED AND SEALED CALCULATIONS. ENGINEER SHALL BEREGISTERED IN THE STATE WHERE THE BUILDING IS LOCATED.2.COMPLY WITH AISI'S "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" FOR CALCULATINGSTRUCTURAL CHARACTERISTICS OF COLD-FORMED METAL FRAMING.3.COMPLY WITH HUD'S "PRESCRIPTIVE METHOD FOR RESIDENTIAL COLD-FORMED METAL FRAMING".4.COMPLY WITH AWS D1.3, "STRUCTURAL WELDING CODE-SHEET STEEL".5.PROTECT COLD-FORMED METAL FRAMING FROM CORROSION, DEFORMATION, AND OTHER DAMAGE DURING DELIVERY,STORAGE, AND HANDLING.B.MATERIALS1.GALVANIZED STEEL SHEET: ASTM A 653/A 653M, G60 (Z180) ZINC COATED; STRUCTURAL STEEL (SS); GRADE 33.2.STEEL STUDS: C-SHAPED, WITH FLANGE WIDTH OF NOT LESS THAN 1-5/8" (41MM), WITH AN UNCOATED STEEL THICKNESS ASREQUIRED FOR PERFORMANCE AND STRESS BUT SHALL NOT HAVE A THICKNESS LESS THAN 0.0329 INCH (0.84 MM), AND OFDEPTHS INDICATED.3.STEEL TRACK: U-SHAPED, MINIMUM UNCOATED METAL THICKNESS SAME AS STUDS USED WITH TRACK, WITH FLANGE WIDTHSOF 1-1/4 INCHES (32 MM), OF WEB DEPTHS INDICATED.C.ACCESSORIES1.ACCESSORIES: FABRICATE FROM THE SAME MATERIAL AND FINISH USED FOR FRAMING MEMBERS, OF MANUFACTURER'SSTANDARD THICKNESS AND CONFIGURATION, UNLESS OTHERWISE INDICATED.2.CAST-IN PLACE ANCHOR BOLTS: ASTM F 1554, GRADE 36, THREADED CARBON-STEEL HEX-HEADED BOLTS AND CARBON-STEELNUTS; AND FLAT, HARDENED-STEEL WASHERS; ZINC COATED BY HOT-DIP PROCESS ACCORDING TO ASTM A 153/A 153M, CLASSC.3.MECHANICAL FASTENERS: CORROSION-RESISTANT COATED, SELF-DRILLING, SELF-THREADING STEEL DRILL SCREWS.4.INSULATION: ASTM C 665, TYPE 1, UNFACED MINERAL-FIBER BLANKETS.5.GALVANIZING REPAIR PAINT: SSPC-PAINT 20 OR DOD-P-21035.D.FRAMING6.INSTALL FRAMING AND ACCESSORIES LEVEL, PLUMB, SQUARE, AND TRUE TO LINE, AND SECURELY FASTENED, ACCORDING TOASTM C 1007. TEMPORARILY BRACE FRAMING UNTIL ENTIRE INTEGRATED SUPPORTING STRUCTURE HAS BEEN COMPLETEDAND PERMANENT CONNECTIONS ARE SECURED.a.CUT FRAMING MEMBERS BY SAWING OR SHEARING; DO NOT TORCH CUT.b.FASTEN FRAMING MEMBERS BY WELDING OR SCREW FASTENING.c.INSTALL INSULATION IN BUILT-IP EXTERIOR FRAMING MEMBERS.d.FASTEN REINFORCEMENT PLATES OVER WEB PENETRATIONS LARGER THAN STANDARD PUNCHED OPENINGS.7.ERECTION TOLERANCES: INSTALL COLD-FORMED METAL FRAMING WITH A MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET (1:960)AND WITH INDIVIDUAL FRAMING MEMBERS NO MORE THAN PLUS OR MINUS 1/8 INCH (3MM) FROM PLAN LOCATION.CUMULATIVE ERROR SHALL NOT EXCEED MINIMUM FASTENING REQUIREMENTS OF SHEATHING OR OTHER FINISHINGMATERIALS.8.STUDS: INSTALL CONTINUOUS TOP AND BOTTOM TRACKS SECURELY ANCHORED AT CORNERS AND ENDS. SQUARELY SEATSTUDS AGAINST WEBS OF TOP AND BOTTOM TRACKS. SPACE STUDS AS INDICATED, SET PLUMB, ALIGN, AND FASTEN BOTHFLANGES OF STUDS TO TOP AND BOTTOM TRACKS.a.INSTALL AND FASTEN HORIZONTAL BRIDGING IN STUD SYSTEM, SPACED IN ROWS NOT MORE THAN 48 INCHES (1219MM) APART.b.INSTALL STEEL-SHEET DIAGONAL BRACING STRAPS TO BOTH STUD FLANGES, TERMINATE AT AND FASTEN TOREINFORCED TOP AND BOTTOM TRACK AND ANCHOR TO STRUCTURE.c.INSTALL MISCELLANEOUS FRAMING AND CONNECTIONS TO PROVIDE A COMPLETE AND STABLE WALL-FRAMINGSYSTEM.d.ISOLATE NON-LOAD BEARING, CURTAIN-WALL FRAMING FROM BUILDING STRUCTURE USING VERTICAL SLIDE CLIPS ORDEFLECTION TRACK TO PREVENT TRANSFER OF VERTICAL LOADS WHILE PROVIDING LATERAL SUPPORT OR WHEREINDICATED ON DRAWINGS.A.DESCRIPTION OF WORK1.EXTENT OF STEEL JOISTS IS SHOWN ON DRAWINGS, INCLUDING BASIC LAYOUT AND TYPE OF JOIST REQUIRED. THE WORKINCLUDES STEEL JOISTS, BRIDGING, HEADERS, ERECTION BOLTS AND JOIST END ANCHORS.2.DEFINITION: THE TERM "STEEL JOISTS" AS USED HEREIN INCLUDES NOT ONLY THE APPLICABLE SERIES UNITS AS CLASSIFIEDBY STEEL JOIST INSTITUTE, BUT ALSO JOIST GIRDER UNITS, ALL AS INDICATED.3.WORK PROVIDED BY OTHERS:a.BY THE OWNER - PAYMENT OF COSTS FOR TESTING AND INSPECTION AS DESCRIBED HEREIN.B.QUALITY ASSURANCE1.STANDARDS: PROVIDE JOISTS FABRICATED IN COMPLIANCE WITH STEEL JOIST INSTITUTE (SJI) STANDARDS ANDSPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES FOR TYPES OF JOISTS INDICATED, AND AS HEREIN SPECIFIED.2.QUALIFICATION OF FIELD WELDING:a.QUALIFYING WELDING PROCESS AND WELDING OPERATORS IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY(AWS) STANDARD QUALIFICATION PROCEDURE.b.JOISTS WELDED IN PLACE ARE SUBJECT TO INSPECTION AND TESTING. EXPENSE OF TESTING WILL BE BORNE BYOWNER. IF WELDS ARE FOUND TO BE UNSATISFACTORY, REMOVAL AND REPLACEMENT OF WORK FOUND TO BEDEFECTIVE, WILL BE AT THE EXPENSE OF THE CONTRACTOR.C.SUBMITTALS1.PRODUCT DATA: UPON ENGINEER'S REQUEST, SUBMIT MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONSFOR EACH TYPE OF JOIST AND ACCESSORIES. INCLUDE MANUFACTURER'S CERTIFICATION THAT JOISTS COMPLY WITH SJISPECIFICATIONS.2.SHOP DRAWINGS:a.SUBMIT DETAILED DRAWINGS SHOWING LAYOUT OF JOIST UNITS, SPECIAL CONNECTIONS, JOINTING AND ACCESSORIES.INCLUDE MARK, NUMBER, TYPE LOCATION AND SPACING OF JOISTS AND BRIDGING. PROVIDE DESIGN CALCULATIONSAND SECTION PROPERTIES FOR ALL JOIST GIRDERS AND FOR JOIST WITH SPECIAL LOADING REQUIREMENTS.b.SHOP DRAWINGS SHALL INDICATE THE DATE OF THE STRUCTURAL DRAWINGS THAT WERE USED TO PREPARE THE SHOPDRAWINGS.c.SHOP DRAWING SUBMITTALS SHALL CONSIST OF A DIRECT READING TRANSPARENCY PLUS 2 PRINTS OF EACH DRAWING.D.MATERIALS1.STEEL:COMPLY WITH SJI SPECIFICATIONS2.BOLTS:a.HIGH STRENGTH THREADED FASTENERS SHALL CONFORM TO ASTM A325.b.ALL ERECTION BOLTS SHALL CONFORM TO ASTM A325.3.STEEL PRIMER PAINT: COMPLY WITH SJI SPECIFICATIONS; ASPHALT TYPE COATING NOT PERMITTED. PRIMER PAINT SHALL BECOMPATIBLE WITH FINISH COATS ON ARCHITECTURALLY EXPOSED JOISTS.E.FABRICATION1.GENERAL: FABRICATE STEEL JOISTS IN ACCORDANCE WITH SJI SPECIFICATIONS. JOISTS IN PLACE SHALL BE CAPABLE OFRESISTING UPLIFT LOADS AS INDICATED ON DRAWINGS.2.HOLES IN CHORD MEMBERS: PROVIDE HOLES IN CHORD MEMBERS WHERE SHOWN FOR SECURING OTHER WORK TO STEELJOISTS; HOWEVER, DEDUCT AREA OF HOLES FROM THE AREA OF CHORD WHEN CALCULATING STRENGTH OF MEMBER PERAISC SECTION 1.14.3.BRIDGING: PROVIDE HORIZONTAL AND DIAGONAL TYPE BRIDGING FOR OPEN WEB JOISTS, COMPLYING WITH SJISPECIFICATIONS. PROVIDE BRIDGING ANCHORS FOR ENDS OF BRIDGING LIENS TERMINATING AT WALLS OR BEAMS. (FORJOIST GIRDERS, PROVIDE BOTTOM CHORD BRACING AS SHOWN OR AS REQUIRED BY MANUFACTURER).4.END ANCHORAGE: PROVIDE END ANCHORAGES TO SECURE JOISTS TO ADJACENT CONSTRUCTION, COMPLYING WITH SJISPECIFICATIONS.5.SHOP PAINTING: REMOVE LOOSE SCALE, HEAVY RUST, AND OTHER FOREIGN MATERIALS FROM FABRICATED JOISTS ANDACCESSORIES BEFORE APPLICATION OF SHOP PAINT. APPLY ONE SHOP COAT OF PRIMER PAINT TO STEEL JOISTS ANDACCESSORIES BY SPRAY, DIPPING, OR OTHER METHOD TO PROVIDE A CONTINUOUS DRY PAINT FILM THICKNESS OF NOT LESSTHAN 2.0 MIL.6.IDENTIFICATION: USE MANUFACTURER'S STANDARD METHOD TO IDENTIFY STEEL JOISTS BEFORE LEAVING SHOP, ATTACHEDIN MANNER TO BE VISIBLE AFTER ERECTION. SHOW IDENTIFICATION CODE ON SHOP DRAWINGS.F.ERECTION1.GENERAL: PLACE AND SECURE STEEL JOISTS IN ACCORDANCE WITH SJI SPECIFICATIONS, FINAL SHOP DRAWINGS, AND ASHEREIN SPECIFIED.2.BRIDGING: INSTALL BRIDGING SIMULTANEOUSLY WITH JOIST ERECTION, BEFORE CONSTRUCTION LOADS ARE APPLIED.ANCHOR ENDS OF BRIDGING LINES AT TOP AND BOTTOM CHORDS WHERE TERMINATING AT WALLS OR BEAMS.3.FASTENING JOISTS:a.FIELD WELD JOISTS TO SUPPORTING STEEL FRAMEWORK IN ACCORDANCE WITH SJI SPECIFICATIONS FOR THE TYPE OFJOISTS USED.b.COORDINATE WELDING SEQUENCE AND PROCEDURE WITH PLACING OF JOISTS.4.TOUCH-UP PAINTING FOR JOIST THAT RECEIVE FINISH COATS: AFTER JOIST INSTALLATION, PAINT FIELD BOLT HEADS ANDNUTS AND WELDED AREAS, ABRADED OR RUSTY SURFACES ON JOISTS AND STEEL SUPPORTING MEMBERS. WIRE BRUSHSURFACES AND CLEAN WITH SOLVENT BEFORE PAINTING. USE SAME TYPE OF PAINT AS USED FOR SHOP PAINTING.G.QUALITY CONTROL1.AN INDEPENDENT TESTING AND INSPECTION AGENCY SHALL BE ENGAGED TO INSPECT WELDED CONNECTIONS AND TOCERTIFY THAT THE WORK IS IN ACCORDANCE WITH STRUCTURAL DRAWINGS. TESTING AGENCY SHALL CONDUCT ANDINTERPRET TESTS AND STAT IN EACH REPORT WHETHER TEST SPECIMENS COMPLY WITH THE REQUIREMENTS, NOTING ANYDEVIATIONS THEREFROM.2.TESTING WORK SHALL BE DONE UNDER SUPERVISION OF REGISTERED ENGINEER. AFTER COMPLETION OF THE WORK OFTHIS SECTION, TESTING AGENCY SHALL CERTIFY THAT WORK CONFORMS TO STRUCTURAL DRAWINGS. THIS CERTIFICATIONSHALL BEAR REGISTERED ENGINEER'S SEAL.METAL JOISTS - 0521002. MATERIALa. PENETRATING LIQUID SEALER HARDENER BY NATIONAL ACCOUNT VENDOR ONLY.b. JOINT CAULKING COMPOUND SHALL BE CRETE FILL PRO 65 ONLY. COLOR OF THE CAULK SHALL BE COLOR MATCHED TOFINISH SLAB COLOR.c. ALL REPAIRS NEEDED TO ANY DAMAGED AREAS OF THE SLAB SHALL BE CRETE FILL CRACK REPAIR OR CRETE FILL SPALLREPAIR - BOTH PRODUCTS SHALL BE COLORED MATCHED TO THE FINISH SLAB COLOR.F. PREPARATION FOR POLISHING - BY NATIONAL ACCOUNT VENDOR:1. SCRATCH TEST FLOOR FOR HARDNESS TO DETERMINE PROPER METAL BOND DIAMOND NECESSARY TO CLEAN AND PROFILEFLOOR. MECHANICALLY GRIND FLOOR TO DETERMINE NECESSARY REPAIRS AND PREPARE FOR POLISHING.2. UTILIZE APPROPRIATE SURFACE PREPARATION CLEANER PRODUCTS AS DICTATED BY CONDITIONS FOUND ONSITE.3. REPAIR, PATCH AND FILL CRACKS, VOIDS, DEFECTS AND DAMAGED AREAS IN SURFACE. ALLOW REPAIR MATERIALS TO CURECOMPLETELY PRIOR TO APPLICATION OF PRODUCT.4.VARIATIONS IN SUBSTRATE TEXTURE AND COLOR MAY AFFECT FINAL APPEARANCE AND SHOULD BE CORRECTED PRIOR TOAPPLICATION OF SEALER/HARDENER SYSTEM AND THE POLISHING STEPS.5. CLEAN CONTROL JOINTS, INSTALL BACKER ROD AND APPLY SPECIFIED CONTROL JOINT FILLER. (ADVANCED FLOOR CRETE FILL)6.POURBACKS TO BE LEFT 1/8" BELOW ADJACENT FINISH FLOOR TO ALLOW NATIONAL ACCOUNT VENDOR TO BRING LEVEL AT TIMEOF POLISHING.G. APPLICATION - GRINDING STEP1. CONTINUE THE GRINDING PROCESS TO PREPARE AND OPEN THE SLAB FOR APPLICATION OF NATIONAL ACCOUNT VENDOR LIQUID HARDENER. CONTINUE GRINDING PROCESS TO ACHIEVE UNIFORM EVEN FINISH.a. CLEAN SURFACE WITH VACUUM SYSTEM OR AUTO-SCRUBBER BETWEEN EACH STEP.b. DO NOT OVERLAP GRIND PATHS.c. DO NOT EXCEED DOUBLE THE DIAMOND GRIT SIZE OF THE PREVIOUS STEP.d. IF USING METAL BONDS, DROP BACK ONE LEVEL DOWN TO RESIN.e. BRING SURFACE TO 200 GRIT RESIN LEVEL.f. USE AN AUTO-SCRUBBER TO REMOVE ALL DUST AND DEBRIS FROM SURFACE PRIOR TO APPLICATION OF LIQUID HARDENER.H. APPLICATION - LIQUID HARDENER STEP1. ALLOW SURFACE TO COMPLETELY DRY BEFORE APPLICATION OF LIQUID HARDENER.2. APPLY NATIONAL ACCOUNT VENDOR LIQUID HARDENER TO SUBSTRATES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPLICATION PROCEDURES.a. DO NOT DILUTE OR ALTER PRODUCTS. APPLY AS PACKAGED.3. NORMAL COVERAGE RATE IS DEPENDENT ON CALCIUM HYDROXIDE EXPOSURE ON SURFACE OF CONCRETE AND SHALL BE ADJUSTED BASED ON ABSORPTION.4. ALLOW DENSIFIER TO CURE APPROXIMATELY 60 MINUTES AFTER COMPLETION OF INSTALLATION PRIOR TO COMMENCING WITHPOLISHING PROCESS.I. APPLICATION - POLISHING STEP1. POLISH CONCRETE SURFACE WITH RESIN DIAMONDS IN PROGRESSIVE LEVELS 800 GRIT / LEVEL 2.2. POLISH EACH DIAMOND LEVEL AND BE SURE TO OFFSET PASS FROM PRIOR STEP.3. AFTER EACH PASS AUTO-SCRUB SURFACE TO REMOVE DUST AND DIRT.4. BURNISH FLOOR WITH A HIGH SPEED BURNISHER WITH AN 800 GRIT DIAMOND IMPREGNATED PAD.5. ALL EQUIPMENT MUST HAVE A DUST COLLECTION SYSTEM IN PLACE.J. EDGES1. ALL EDGES THAT WILL BE EXPOSED VISUALLY WILL BE HAND POLISHED. ALL EDGES THAT WILL BE COVERED BY SHELVING WILLNOT BE POLISHED.2. POLISHING AROUND ANY EDGES WILL BE VERIFIED WITH TENANT PER THE FIXTURE PLAN.3. ALL HAND POLISHING TO MATCH THE FIELD POLISHING PER 800 GRIT / LEVEL 2 FINISH.4. ROUND AND SQUARE COLUMNS ON SALES FLOOR AND BOH WILL BE HAND POLISHED.K. CLEANING1. THE POLISHING CONTRACTOR IS RESPONSIBLE TO LEAVE ALL AREAS OF STORE CLEAN AND FREE OF DUST AFTER POLISHING.L. RESTROOMS WILL RECEIVE RETROPELL STAINGUARD FINISH AFTER POLISHING.M. STOCK AREA WILL RECEIVE A 4'-0" WIDE PATH INTEGRALLY STAINED (COLOR: BLACK) ON THE POLISHED CONCRETE FLOOR SLAB.NATIONAL ACCOUNT VENDOR ITEM, REFER TO TITLE SHEET.N. EARTH SUBGRADE AND VAPOR BARRIER1. FINE GRADING THE EARTH SUBGRADE UNIFORMLY FLAT USING A LASER DEVICE IS RECOMMENDED AS IMPERFECTIONS IN THESUBGRADE SURFACE, SUCH AS RISES AND DEPRESSIONS, COULD CAUSE VARIATIONS IN THE THICKNESS OF THE CONCRETE WHICH INCREASES THE POSSIBILITY OF CRACKING BECAUSE OF RESTRICTED MOVEMENT.2. ALL IMPERFECTIONS IN SUBGRADE SURFACE, SUCH AS RISES AND DEPRESSIONS, COULD CAUSE VARIATIONS IN THE THICKNESSOF THE CONCRETE WHICH INCREASES THE POSSIBILITY OF CRACKING BECAUSE OF RESTRICTED MOVEMENT.3. A CLASS A VAPOR BARRIER IS REQUIRED BETWEEN SUBGRADE AND THE CONCRETE AND BELOW IS THE REQUIREMENTS.a. PERMEANCE: NOT MORE THAN 0.1 PERMS (GRAINS/SQ FT/HR/IN-HG) AFTER CONDITIONING TESTING ACCORDING TO SECTION 7.1 OF ASTM E154 - 08A STANDARD TEST METHODS FOR WATER VAPOR RETARDERS USED IN CONTACT WITH EARTH UNDER CONCRETE SLABS.b. THICKNESS: NOT LESS THAN 15 MILS.c. TENSILE STRENGTH: NOT LESS THAN 45LBF/IN.d. PUNCTURE RESISTANCE: 2200 GRAMS.4. INSTALLATION OF THE VAPOR BARRIER SHOULD COMPLY WITH ASTM E1643 - 09 STANDARD PRACTICE FOR SELECTION, DESIGN,INSTALLATION AND INSPECTION OF WATER RETARDERS USED IN CONTACT WITH EARTH OR GRANULAR FILL UNDER CONCRETE SLABS.0. CONCRETE MIX FOR NEW SLAB PLACEMENT1. PORTLAND CEMENT, TYPE 1, CONFORMING TO ASTM C 150 “STANDARD SPECIFICATIONS FOR PORTLAND CEMENT”.2. AGGREGATE REQUIREMENTS SHOULD FOLLOW ASTM 330 STANDARDS FOR UNIT WEIGHT, SIZE, ETC. ALLOW A UNIFORMLY GRADED MIX OF NOT LESS THAN 3 AGGREGATE SIZES (FINE, INTERMEDIATE AND LARGE).3. THE MIXING OF WATER NEEDS TO BE FREE OF INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS AND ORGANIC MATERIALS.4. AVOID ANY ADMIXTURES AND IF USING ADMIXTURES THEY CANNOT WEIGH MORE THAN 2% OF THE TOTAL MIX.5. COMPRESSION STRENGTH SHOULD BE AT LEAST 4,000 PSI AT 28 DAYS.6. NO CHEMICALLY REACTIVE CURING AGENTS OR MEMBRANES ARE ALLOWED.7. THE AIR CONTENT SHOULD BE 5% AS DETERMINED BY ASTM C 173. NO AIR ENTRAINMENT IS NECESSARY ON INTERIOR SLABS AND SHOULD NOT BE ADDED ON A FLOOR TO BE POLISHED.BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22SP103ARCHITECTURALSPECIFICATIONS A.SUMMARY: GLAZING FOR WINDOWS, DOORS, AND STOREFRONT FRAMING.B.SPECIAL PERFORMANCE REQUIREMENTS (IF APPLICABLE):1.CONFORM TO ALL LOCAL ENERGY CODE REQUIREMENTS FOR INSULATED GLASS.2.PROVIDE WINDBORNE-DEBRIS-IMPACT RESISTANT GLAZING AS REQUIRED PER IBC AND LOCAL CODES.C.WARRANTY: MANUFACTURER'S STANDARD 10 YEAR WARRANTYD.GLAZING SCHEDULE:1.EXTERIOR GLASS: 1" THICK INSULATING, FLOAT GLASS; TEMPERED WHERE INDICATED.2.EXTERIOR TRANSOM GLASS: 1" THICK INSULATING, FLOAT GLASS3.INTERIOR GLASS: 1/4" THICK CLEAR FLOAT GLASS; TEMPERED WHERE INDICATED.4.INTERIOR TRANSOM GLASS: 1/4" THICK CLEAR FLOAT GLASS5.COORDINATE WITH AUTOMATIC SLIDING DOOR VENDOR REGARDING GLASS/GLAZING REQUIREMENTS FOR THE DOORS.E.MATERIALS:1.PROVIDE GLASS AS MANUFACTURED BY PPG INDUSTRIES, INC. OR ARCHITECT APPROVED EQUAL.2.FLOAT GLASS: TYPE I (TRANSPARENT GLASS, FLAT),3.HEAT TREATED GLASS:a.MANUFACTURE HEAT TREATED GLASS BY HORIZONTAL (ROLLER HEARTH PROCESS WITH ROLL WAVE DISTORTIONPARALLEL WITH BOTTOM EDGE OF GLASS AS INSTALLED.b.WHERE INDICATED AND REQUIRED, PROVIDE FULLY TEMPERED UNITS.4.INSULATING GLASS UNITSa.PROVIDE INSULATING UNITS COMPOSED AS FOLLOWS:a.1.INSIDE PANE: 1/4" THICK CLEAR, TEMPERED OR FLOAT GLASSa.2.SPACER: 1/2" AIR SPACE WITH ALUMINUM SPACER AND MANUFACTURER'S STANDARD DESSICANT.a.3.OUTSIDE PANE: 1/4" THICK, CLEAR TEMPERED OR FLOAT, GLASSa.4.SEALING SYSTEM: DUAL SEAL SILICONE5.ACCESSORIES:a.ALL MATERIALS AS SPECIFIED BY ALUMINUM STOREFRONT GLAZING SYSTEM MANUFACTURER.b.GLAZING GASKETS: DENSE COMPRESSION.c.SILICONE GLAZING SEALANTS: NEUTRAL CURING, CLASS 50.c.1.VOC CONTENT: NOT MORE THAN 250 G/L.d.GLAZING TAPES: EXPANDED-CELLULAR TYPE.G.DELIVERY, STORAGE, AND HANDLING1.PROTECT GLAZING MATERIALS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. PREVENT DAMAGE TO GLASS AND GLAZINGMATERIALS FROM CONDENSATION, TEMPERATURE CHANGES, DIRECT EXPOSURE TO SUN, OR OTHER CAUSES.2.COMPLY WITH INSULATING-GLASS MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR VENTING AND SEALING UNITS TO AVOIDHERMETIC SEAL RUPTURES DUE TO ALTITUDE CHANGE.H.INSTALLATION:1.COMPLY WITH COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS, SEALANTS, GASKETS, AND OTHER GLAZINGMATERIALS, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, INCLUDING THOSE IN REFERENCED GLAZING PUBLICATIONS.2.PROTECT GLASS EDGES FROM DAMAGE DURING HANDLING AND INSTALLATION. REMOVE DAMAGED GLASS FROM PROJECT SITE ANDLEGALLY DISPOSE OF OFF PROJECT SITE.3.SET GLASS LITES IN EACH SERIES WITH UNIFORM PATTERN, DRAW, BOW, AND SIMILAR CHARACTERISTICS.I.WINDOW COVERINGS (IF APPLICABLE):1.TENANT MAY PROVIDE AND INSTALL WINDOW BLINDS ON A SITE-BY-SITE BASIS.A.PROVIDE ALUMINUM STOREFRONT SYSTEM, KAWNEER 451T (4-1/2" DEEP WITH A 2" SIGHTLINE), OR MATCH EXISTING WHERE REQUIRED..B.AUTOMATIC SLIDING DOORS:1.PROVIDE BESAM UNISLIDE SLIDING DOORS AND EQUIPMENT BY BESAM AES INC. UNITS SHALL BE SINGLE SLIDE OR BI-PARTPACKAGE AS INDICATED2.PROVIDE BESAM ULTRA-VIEW MOTION SENSORS AND THRESHOLD SENSOR3.DOOR UNITS COME WITHOUT GLAZING. GENERAL CONTRACTOR TO PROVIDE AND INSTALL GLASS PER MANUFACTURERSRECOMMENDATION AND LOCAL CODE REQUIREMENTS.4.KEY EXTERIOR DOOR ACCORDING TO JO-ANN STORES MASTER KEY PROTOCOLC.FRAMES: PROVIDE ASPHALTIC COATING AT MASONRY WALLS INSIDE OF FRAME.D.THIS STANDARD EXTERIOR SLIDING ENTRY DOOR UNIT IS NOT HURRICANE RATED. CONTACT VENDOR WHERE RATED DOOR ISREQUIRED BY LOCAL JURISDICTION.A.STEEL DOORS AND FRAMES: PROVIDE STEEL DOORS AS MANUFACTURED BY CURRIES THROUGH NATIONAL ACCOUNT VENDOR.COMPLY WITH SDI-100 RECOMMENDATIONS AND STANDARDS FOR DOORS AND FRAMES.1.EXTERIOR STEEL DOORS: LEVEL 2, HEAVY DUTY, MODEL 1, POLYSTYRENE2.INSERTS, BOLTS AND FASTENERS: MANUFACTURER'S STANDARD UNITS, EXCEPT HOT DIPPED GALVANIZED ITEMS TO BEBUILT INTO EXTERIOR WALLS, COMPLYING WITH ASTM A153, CLASS C OR D AS APPLICABLE.3.PRIMER: PROVIDE RUST-INHIBITIVE ENAMEL OR PAINT, EITHER AIR DRYING OR BAKING, SUITABLE AS A BASE FOR SPECIFIEDPAINT FINISH.4.FABRICATE DOORS AND FRAMES OF EITHER HOT ROLLED OR COLD ROLLED SHEET STEEL COMPLYING WITH ASTM A569, A568,A366 AND A568, RESPECTIVELY.5.PREP AND REINFORCE DOORS AND FRAMES TO RECEIVE SPECIFIED FINISH HARDWARE. COMPLY WITH ANSI A115.6.FRAMES: FABRICATE FRAMES OF MINIMUM 16 GAUGE COLD-ROLLED STEEL, DOUBLE RABBET PROFILE, MITERED CORNERS.PROVIDE KNOCK-DOWN FRAMES AT ALL INTERIOR OPENINGS AND FACE WELDED GALVANIZED FRAMES AT ALL EXTERIOROPENINGS. PROVIDE ASPHALTIC COATING AT MASONRY WALLS INSIDE OF FRAME APPLIED IN FIELD.B.STOCKROOM DOORS:1.MANUFACTURED BY ELIASON, SUPPLIED BY NATIONAL ACCOUNT VENDOR. COMPLY WITH SDI-100 RECOMMENDATIONS ANDSTANDARDS FOR DOORS AND FRAMES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.a.EASY SWING MODEL#SCP 8, MEDIUM DUTY DOORb.FINISH: MFR. #949 WHITE FINISH ON BOTH SIDESc.PROVIDE STAINLESS STEEL KICK PLATE BOTH SIDES.d.WINDOW KIT SHALL BE AT ADAAG COMPLIANT HEIGHT MEASURED FROM FINISH FLOOR.C.THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OTHER THAN A FIRE DOOR, SHALL BE 5 LBS. MAX FOR INTERIOR HINGEDDOOR, GATES AND SLIDING DOORS.D.THE FORCE FOR PUSHING OR PULLING OPEN A DOOR, SHALL BE 15 LBS. MAX FOR EXTERIOR HINGED DOOR, INCLUDING A FIRERATED DOOR.A.MANUFACTURER: SUPPLIED BY NATIONAL ACCOUNT VENDORB.STYLE: THERMOTITE MODEL 823C INSULATED ROLLING DOOR SYSTEM.1.THERMAL INSULATED AND COMPLETELY WEATHER-STRIPPED2.GUIDES ARE ROLLFORMED WITH INTEGRAL BAR.3.DOOR DESIGNED TO WITHSTAND A WIND LOAD OF 20 PSF. * OPTIONAL WIND LOAD RATING OF UP TO 55 PSF FOR FLORIDA & DADECOUNTY WIND LOAD REQUIREMENTS4.PROTECTIVE 24 GA. GALVANIZED STEEL HOOD COVER ENCLOSES THE CURTAIN COIL & COUNTERBALANCE MECHANISMC.VISION PANEL INTEGRAL TO DOOR SLATS ON SIDE WITH CHAIN HOIST.D.OPERATION: MANUAL PUSH-UP, WITH PADLOCK HASP.E.SIZES: 8'-0"W X 10'-0"HF.MOUNTING: WALL MOUNTED WITH COIL HOUSING INSIDE THE BUILDINGG.FINISH: TAN FACTORY FINISH OVER PRIMER AND GALVANIZED STEEL.H.SECURITY: PROVIDE SLIDE-BOLT @ BOTTOM OF DOOR.A.JOINT SEALERS: PROVIDE JOINT SEALERS IN THE FOLLOWING LOCATIONS:1.PERIMETER OF DOOR FRAMES2.PERIMETER OF PENETRATIONS IN THE BUILDING WALL.3.ABUTMENT OF DISSIMILAR MATERIALS; INTERIOR AND EXTERIOR4.ACOUSTICAL SEALANT AT BASE OF GYPSUM BOARD WALLS WITH SOUND ATTENUATION INSULATION.B.PROVIDE JOINT SEALERS, JOINT FILLERS AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITHJOINT SUBSTRATES.1.PROVIDE SEALANTS AS MANUFACTURED BY TREMCO OR ARCHITECT APPROVED EQUAL. COMPLY WITH ASTM C-920.a.EXTERIOR SEALANT: TWO COMPONENT URETHANE - "TREMCO DYMERIC 511."b.INTERIOR SEALANT: ONE-COMPONENT PAINTABLE POLYURETHANE HYBRID - "TREMCO DYMONIC FC"c.ACOUSTICAL SEALANT: ACRYLIC LATEX, TREMCO #834.C.JOINT SEALANT BACKING1.PLASTIC FOAM FILLERS: CLOSED-CELL POLYETHYLENE FOAM2.BOND BREAKER: PROVIDE POLYETHYLENE TAPE OR OTHER PLASTIC TAPE AS RECOMMENDED BY SEALANT MANUFACTURERFOR PREVENTING SEALANT FROM ADHERING TO RIGID, INFLEXIBLE JOINT FILLER MATERIALS OR JOINT SURFACES. PROVIDESELF-ADHESIVE TAPE WHERE APPLICABLE.D.PRIMER: PROVIDE TYPE RECOMMENDED BY JOINT SEALER MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TOJOINT SUBSTRATES INDICATED. JOINT SUBSTRATES INDICATED.E.PROVIDE SEALANT BACKINGS OF MATERIALS AND TYPE WHICH ARE NON-STAINING AND ARE RECOMMENDED BY THE SEALANTMANUFACTURER.F.COLOR: CLEAR (WHITE AT PLUMBING FIXTURE LOCATIONS)G.TYPE: 100% MILDEW RESISTANTMOISTURE CONTROL SYSTEM - 072600A.INSTALL MOISTURE CONTROL SYSTEM IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.B.SEE SPEC SECTION 033300 FOR RELATED INFORMATION.C.PRE-QUALIFIED INSTALLERS:1.INSTALLER FOR THE APPROVED MOISTURE CONTROL SYSTEM SHALL BE MANUFACTURER'S INSTALLER OR MANUFACTURERLICENSED INSTALLERS.2.INSTALLER SHALL BE PRE-QUALIFIED PRIOR TO AWARD OF CONTRACT BY PROJECT OWNER.F.QUALITY ASSURANCE1.INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCE IN PERFORMING WORK OF THIS SECTION WHO HAS SPECIALIZED INTHE INSTALLATION OF WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT.2.INSTALLER SHALL BE EITHER:a.MANUFACTURER'S TRAINED PERSONNEL EMPLOYED BY THE MANUFACTURER.b.FACTORY TRAINED AND AUTHORIZED INSTALLER AUTHENTICATED BY THE MANUFACTURER.3.INSTALLER SHALL HAVE A MINIMUM FIVE (5) YEARS EXPERIENCE IN THE INSTALLATION OF FLOOR COVERING OR FLOORCOATINGS, AND SHALL HAVE A MINIMUM OF THREE (3) YEARS EXPERIENCE IN THE INSTALLATION OF CONCRETE MOISTURECONTROL SYSTEMS.4.INSTALLER MUST BE GUARANTEED BONDABLE.5.CERTIFICATE: WHEN REQUESTED, SUBMIT CERTIFICATE-INDICATING QUALIFICATION.INSULATION SHALL COMPLY WITH ASHRAE STANDARD 189, CURRENT IECC, TITLE 24, AS REQUIRED.A.FOUNDATION INSULATION (IF REQUIRED)1.EXTRUDED POLYSTYRENE BOARD INSULATION: ASTM C 578 TYPE VI WITH MAXIMUM FLAME-SPREAD AND SMOKE-DEVELOPEDINDICES OF 75 AND 450, RESPECTIVELY. 2 INCHES (50.5 mm).2.MANUFACTURERS:a.DOW CHEMICAL COMPANYb.OWENS-CORNINGc.TENNECO BUILDING PRODUCTSB.WALL INSULATION (R-15 MIN. REQUIRED BY TENANT)1.FOIL-FACED FORMALDEHYDE FREE THERMAL AND ACOUSTICAL FIBERGLASS BUILDING INSULATION: ASTM C 655, TYPE III,CLASS B, CATEGORY 1 WITH MAXIMUM FLAME-SPREAD AND SMOKE-DEVELOPED INDICES OF 75 AND 150, RESPECTIVELY.2.MANUFACTURERS:a.OWENS-CORNINGb.CERTAINTEEDc.JOHNS MANVILLE CORPORATIONC.ROOFING INSULATION (R-30 MIN. REQUIRED BY TENANT)1.FOR FULLY ADHERED OR MECHANICALLY FASTENED SINGLE-PLY ROOFING SYSTEMS, HEAT WELDED PVC OR SPOT APPLIEDMODIFIED BITUMEN ROOFING SYSTEMS: POLYISOCYANURATE BOARD INSULATION: ASTM C 1289, TYPE (II, FELT OFGLASS-FIBER MAT) FACER ON BOTH MAJOR SURFACES.a.MANUFACTURERS:i)JOHNS MANVILLE INTERNATIONAL, INC.ii)ATLAS ROOFING CORPORATION2.FOR FULLY ADHERED MODIFIED BITUMEN OR HOT ASPHALTIC ROOFING SYSTEMS: COMPOSITE POLYISOCYANURATE BOARDINSULATION: ASTM C 1289, FACED WITH INSULATION BOARD ON ONE MAJOR SURFACE, AS INDICATED BELOW BY TYPE, ANDFELT OR GLASS-FIBER MAT FACE ON THE OTHER.a.MANUFACTURERS:i)JOHNS MANVILLE INTERNATIONAL, INC.ii)ATLAS ROOFING CORPORATIONROOFS·INSULATION ENTIRELY ABOVE DECK·METAL BLDGS (W/R-5 THERMAL BLOCKS)WALLS, ABOVE GRADE·MASS, EXTERIOR INSULATION·MASS, INTERIOR INSULATION·METAL BLDG.·METAL FRAMEDWALLS, BELOW GRADE·MASS, EXTERIOR INSULATION·MASS, INTERIOR INSULATIONFLOORS·MASS·METAL JOISTSLAB-ON-GRADE FLOORS·UNHEATED SLABSR-20 ciR-13 + R-19R-5.7 ciR-11R-6 + R-13R-13 + R-5 ciNRNRNRR-13NRR-20 ciR-13 + R-19R-5.7 ciR-11R-6 + R-13R-13 + R-5 ciNRNRR-5 ciR-30NRR-20 ciR-13 + R-19R-7.6 ciR-11R-6 + R-13R-13 + R-5 ciNRNRR-10 ciR-30NRR-25 ciR-19 + R-13R-7.6 ciR-13R-10 + R-13R-13 + R-5 ciR-7.5 ciR-19R-10 ciR-30R-10 FOR 24"R-25 ciR-19 + R-13R-11.5 ciR-13R-10 + R-13R-13 + R-5 ciR-7.5 ciR-19R-10 ciR-30R-10 FOR 24"R-30 ciR-30 + R-6R-11.5 ciR-19R-10 + R-13R-13 + R-5 ciR-7.5 ciR-19R-10 ciR-38R-10 FOR 24"R-35 ciR-19 + R-10 +R-10 ciR-15 ciR-19R-10 + R-13R-13 + R-7.5 ciR-10 ciR-21R-15 ciR-38R-15 FOR 24" + R-5 ciBELOWR-35 ciR-19 + R-10 +R-10 ciR-15 ciR-19R-10 + R-13R-13 + R-14 ciR-10 ciR-21R-15 ciR-38R-15 FOR 24" + R-5 ciBELOWCORE PERFORMANCE GUIDE TABLE 2.5.1 - MINIMUM INSULATION REQUIREMENT R-VALUESNOTE:MAP AND VALUES ARE PROVIDED FOR REFERENCE ONLY. ACTUAL DESIGN VALUES ARE TO MEET ALLLOCAL CODE REQUIREMENTS.MAP BASED ON INTERNATIONAL ENERGY CONSERVATION CODE A.PROVIDE HARDWARE AS FOLLOWS:1.FINAL HARDWARE SCHEDULE AND FUNCTIONS SHALL BE AS SPECIFIED BY THE HARDWARE CONSULTANT. COORDINATEREQUIREMENTS WITH BUILDING OWNER THE BUILDING CODE AND THE ARCHITECT.2.PROVIDE RUBBER SILENCERS ON ALL FRAME OPENINGS.3.PROVIDE ALARMED EXIT DEVICES ON ALL EXTERIOR DOORS AS NOTED.4.PROVIDE A THRESHOLD AND WEATHER-STRIPPING ON ALL EXTERIOR DOORS.a.NEW THRESHOLDS SHALL BE 1/2" (13MM) HIGH MAXIMUM.5.FINISH: ALL HARDWARE, LOCKSETS AND HINGES SHALL HAVE A US26D FINISH UNLESS NOTED OTHERWISE.6.PROVIDE LOCKSETS WITH 6 PIN TUMBLERS. PROVIDE CONSTRUCTION CORES AND KEYS; TENANT SHALL TO PROVIDE FINALCORES FOR FIELD INSTALLATION.7.COMPLY WITH THE REQUIREMENTS OF NFPA 80 AND SDI 100. MOUNT ALL HARDWARE IN ACCORDANCE WITH ANSISTANDARDS.8.PROVIDE WALL OR FLOOR MOUNTED DOOR STOPS AT ALL INTERIOR OPENINGS.9.PROVIDE AND INSTALL (1) DOOR VIEWER AT STOCK ROOM MAN DOOR; MOUNT AT 60" A.F.F.9.1.DOOR VIEWER PRISM SHOULD BE ORIENTED HORIZONTALLY. (IF INSTALLED VERTICALLY, IMAGE WILL BE UPSIDEDOWN/INCORRECT)10.PROVIDE TWO (2) DOOR VIEWERS AT OFFICE AND BREAK ROOM DOOR(S); MOUNT AT 60" A.F.F. AND 43" A.F.F. SEE DOORSCHEDULE FOR MODEL NUMBER AT EACH HEIGHT.10.1.DOOR VIEWER PRISM SHOULD BE ORIENTED HORIZONTALLY. (IF INSTALLED VERTICALLY, IMAGE WILL BE UPSIDEDOWN/INCORRECT)11.PADLOCK AT SLIDE-BOLT FOR OVERHEAD DOOR WITH CORE KEYED TO STANDARD STORE KEY.12.PADLOCK AT COMPACTOR DOOR, WHEN INCLUDED IN THE SITE-SPECIFIC DESIGN.B.GENERAL CONTRACTOR SHALL RECEIVE AND MATCH DOOR LOCKSETS AND CORES TO INSURE ALL PIECES ARE COORDINATEDAND INSTALLED COMPLETE AS SPECIFIED.C.REFER TO SHEET A601 FOR DOOR HARDWARE SCHEDULE.CLIMATE ZONE12345678GLAZING REQUIREMENTS PER THE IECCSHGC: PF<.25U-VALUEMINIMUM GLAZING REQUIREMENTSNOTE 1SHGC: .25<PF<.5U-VALUEMINIMUM GLAZING REQUIREMENTSNOTE 2SHGC: PF>.5U-VALUEMINIMUM GLAZING REQUIREMENTSNOTE 3SHGC < 0.25U VALUE < 1.20SOLERBAN 70XLSOLEXIA + CLEARSHGC < 0.25U VALUE < 0.70SOLERBAN 70XLSOLEXIA + CLEARSHGC < 0.25U VALUE < 0.60SOLERBAN 70XLSOLEXIA + CLEARSHGC < 0.40U VALUE < 0.50SOLERBAN 60CLEAR + CLEARSHGC < 0.40U VALUE < 0.45SOLERBAN 60CLEAR + CLEARSHGC < 0.40U VALUE < 0.45SOLERBAN 60CLEAR + CLEARSHGC < 0.45U VALUE < 0.40SOLERBAN 60CLEAR + CLEARSHGC < 0.45U VALUE < 0.40SOLERBAN 60CLEAR + CLEARSHGC < 0.33U VALUE < 1.20SOLERBAN 70XLCLEAR + CLEARSHGC < 0.33U VALUE < 0.70SOLERBAN 70XLCLEAR + CLEARSHGC < 0.33U VALUE < 0.60SOLERBAN 70XLCLEAR + CLEARU VALUE < 0.50NO FILM REQ'DU VALUE < 0.45SUNGATE 500CLEAR + CLEARU VALUE < 0.45SUNGATE 500CLEAR + CLEARU VALUE < 0.40SUNGATE 500CLEAR + CLEARU VALUE < 0.40SUNGATE 500CLEAR + CLEARSHGC < 0.40U VALUE < 1.20SOLERBAN 60CLEAR + CLEARSHGC < 0.40U VALUE < 0.70SOLERBAN 60CLEAR + CLEARSHGC < 0.40U VALUE < 0.60SOLERBAN 60CLEAR + CLEARU VALUE < 0.50NO FILM REQ'DU VALUE < 0.45SUNGATE 500CLEAR + CLEARU VALUE < 0.45SUNGATE 500CLEAR + CLEARU VALUE < 0.40SUNGATE 500CLEAR + CLEARU VALUE < 0.40SUNGATECLEAR + CLEARGLAZING ASSUMES 1/4" CLEAR - 1/2" AIR SPACE - 1/4" CLEAR WITH PPG FILMS OR ARCHITECT APPROVED EQUALPF=A/BA= DISTANCE MEASURE HORIZONTALLY FROM THE FURTHEST CONTINUOUSEXTREMITY OF ANY OVERHANG, EAVE, OR PERMANENTLY ATTACHED SHADINGDEVISE TO THE VERTICAL SURFACE OF GLAZING.B= DISTANCE MEASURE VERTICALLY FROM THE BOTTOM OF THE GLAZINGTO THE UNDERSIDE OF THE OVERHANG, EAVE, OR PERMANENTLY ATTACHEDSHADING DEVISE.NOTE 1: PF = LENGTH OF OVERHANG IS LESS THAN ONE FOURTH THE DIMENSION FROM THE BOTTOM OF GLAZING TO THE UNDERSIDE OF THE OVERHANG.NOTE 2: PF = LENGTH OF OVERHANG IS NOT MORE THAN ONE FOURTH AND NO MORE THAN ONE HALF THE DIMENSION FROM BOTTOM OF GLAZING TO UNDERSIDE OF OVERHANG.NOTE 1: PF = LENGTH OF OVERHANG IS AT LEAST ONE HALF THE DIMENSION FROM BOTTOM OF GLAZING TO UNDERSIDE OF OVERHANG.CLIMATE ZONE12345678JOINT SEALERS - 079200DOORS AND FRAMES - 081113OVERHEAD COILING DOORS - P83323BUILDING INSULATION - 072100ALUMINUM STOREFRONT - 084113DOOR HARDWARE - 087100GLASS AND GLAZING - 0880007766677666554444332221BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22SP104ARCHITECTURALSPECIFICATIONS ACOUSTICAL PANEL CEILING - 095113A.SURFACE BURNING CHARACTERISTICS: AS FOLLOWS, TESTED PER ASTM E 84 AND COMPLYING WITH ASTM E 1264 FOR CLASS APRODUCTS.1.FLAME SPREAD: 25 OR LESS.2.SMOKE DEVELOPED: 50 OR LESS.B.PRODUCTS:1.CEILING PANELS NO 1: ARMSTRONG WORLD INDUSTRIES, INC OR ARCHITECT APPROVED EQUAL.a.SIZE: 24" X 48".b.THICKNESS: 5/8".c.EDGE: SQUARE LAY-INd.SERIES: FINE FISSUREDe.COLOR: WHITE.2.CEILING PANELS NO 2: ARMSTRONG WORLD INDUSTRIES, INC OR ARCHITECT APPROVED EQUAL.a.SIZE: 24" X 48".b.THICKNESS: 5/8".c.EDGE: SQUARE LAY-INd.SERIES: GEORGIAN HIGH WASHABILITY UNPERFORATEDe.COLOR: WHITE.3.SUSPENSION SYSTEM: ARMSTRONG WORLD INDUSTRIES, INC.a.SIZE: 1 1/2" DEEP MAIN RUNNERS AND 1 1/8" CROSS TEES.b.WIDTH: 15/16" EXPOSED FACE.c.CONSTRUCTION: EXPOSED GRID FRAMING SHALL BE ELECTROGALVANIZED STEEL AND SHALL BE FINISHED ONEXPOSED SURFACES WITH LOW-SHEEN ENAMEL, COLOR TO MATCH ADJACENT CEILING PANELS.d.MATCHING WALL MOLDING SHALL BE DETACHABLE SUPPORT FRAMING.e.FRAMING SHALL COMPLY WITH ASTM C 635 "STANDARD SPECIFICATION FOR METAL SUSPENSION SYSTEMS FORACOUSTICAL TILE AND LAY-IN CEILINGS." SUSPENSION SYSTEM SHALL BE CLASSIFIED: INTERMEDIATE DUTY.f.SUPPORT SUSPENSION SYSTEM BY 12 GAUGE HANGER WIRES. HANGER SHALL BE DIRECT HUNG FROM ROOFSUPPORT SYSTEM ABOVE.g.SERIES: PRELUDE.h.COLOR: WHITED.EXECUTION1.CEILING SUSPENSION SYSTEM INSTALLATION: COMPLY WITH ASTM C 636 AND CISCA'S "CEILING SYSTEMS HANDBOOK."2.INSTALL ACOUSTICAL PANELS WITH UNDAMAGED EDGES AND FIT ACCURATELY INTO SUSPENSION SYSTEM RUNNERS AND EDGEMOLDINGS. SCRIBE AND CUT PANELS AT BORDERS AND PENETRATIONS TO PROVIDE A NEAT, PRECISE FIT.a.ARRANGE DIRECTIONALLY PATTERNED ACOUSTICAL PANELS AS INDICATED ON DRAWINGSb.CEILING SYSTEM SHALL BE SUPPORTED FROM STRUCTURAL MEMBERS AND NOT FASTENED TO UNDERSIDE OF ROOF DECKING.3.CONTACT MANUFACTURER FOR INSTALLATION REQUIREMENTS IN SEISMIC ZONES.A.FIBERGLASS WALL PANELS: PURCHASED THROUGH NATIONAL ACCOUNT VENDOR.1.FIBERGLASS REINFORCED THERMOSETTING POLYESTER RESIN PANEL SHEETS COMPLYING WITH ASTM D 5319.2.COATING: MULTI LAYER PRINT, PRIMER AND FINISH COATS.3.DIMENSIONS:a.THICKNESS - 0.090 INCH (2.29MM) NOMINALb.WIDTH - 4'-0” (1.22M) NOMINALc.LENGTH -8'-0” (2.4M) NOMINAL4.COLOR AND FINISHa.COLOR:, 151 LIGHT GREYb.SURFACE PEBBLED (INDICATED BY “P” DESIGNATION)5.MOLDINGS-PVC: EXTRUDED PVC TRIM PROFILES FOR .090 INCH THICK PANELS.a.M 350 INSIDE CORNERb.M 365 DIVISIONc.M 370 EDGEc.1.COLOR: 151 LIGHT GREY6.OUTSIDE CORNER GUARD; PROVIDE ACROVYN OUTSIDE CORNER GUARDS AS FOLLOWS:a.MODEL: VA SERIES, 1 1/2" x 4'-0" HIGHb.COLOR: CUSTOM COLORc.TEXTURE: SHADOW GRAINd.VA-200 CORNER GUARDS ARE PARTIAL HEIGHT @ 4'-0" AFFe.ATTACH PER MANUFACTURERS RECOMMENDATIONSf.INSTALL ON ALL EXPOSED CORNERS.7.FASTENERS: NON-STAINING NYLON DRIVE RIVETS.a.MATCH PANEL COLORS.b.LENGTH TO SUIT PROJECT CONDITIONS.8.ADHESIVE: EITHER OF THE FOLLOWING CONSTRUCTION ADHESIVES COMPLYING WITH ASTM C 557.a.MARLITE C-551 FRP ADHESIVE - WATER- RESISTANT, NON-FLAMMABLE ADHESIVEB.PREPARATION1.LEVEL WALL SURFACES TO PANEL MANUFACTURER'S REQUIREMENTS. REMOVE PROTRUSIONS AND FILL INDENTATIONS.2.STORE PANELS AND TRIM LYING FLAT, UNDER COVER AND PROTECTED FROM THE ELEMENTS. ALLOW PANELS TOACCLIMATE TO ROOM TEMPERATURE (70°) FOR 48 HOURS PRIOR TO INSTALLATION.C.INSTALLATION1.COMPLY WITH MANUFACTURER'S RECOMMENDED PROCEDURES AND INSTALLATION SEQUENCE.2.REFER TO JO-ANN'S CONSTRUCTION MANUAL FOR SPECIFIC INSTALLATION INSTRUCTIONS.3.CAULK TOP AND BOTTOM OF WALL PANEL TRIM AT WALL.4.CAULK TOP AND BOTTOM OF CORNER GUARD AT WALL.D.CLEANING1.REFER TO MANUFACTURER'S SPECIFIC CLEANING RECOMMENDATIONS DO NOT USE ABRASIVE CLEANERS.PAINT - 099100TOILET & BATH ACCESSORIES - 102800A.GENERAL1.UNLESS NOTED OTHERWISE, PROVIDE ONE (1) ACCESSORY AS LISTED BELOW FOR EACH FIXTURE AT REST ROOMS OR ASINDICATED ON ON THE DRAWINGS.2.ALL ACCESSORIES SHALL BE SURFACE MOUNTED UNLESS NOTED OTHERWISE.3.ALL TOILET ACCESSORIES SHALL BE PURCHASED THRU JO-ANN NATIONAL ACCOUNT VENDOR UNLESS NOTED OTHERWISE.B.PRODUCTS AS MANUFACTURED BY ASI CORPORATION UNLESS OTHERWISE NOTED.1.REST ROOM ACCESSORIES:a.PURCHASED AND PROVIDED BY JO-ANN STORES, INSTALLED BY GENERAL CONTRACTOR:·TA-1 HORIZONTAL RECESSED MOUNTED BABY CHANGING STATION WITH STAINLESS STEEL FLANGE; KOALA KAREMODEL #KB100-ST. KOALA STICKER TO BE PLACED ON WALL BY RESTROOM SIGN IN CORRIDOR.·TA-2 SURFACE-MOUNTED TOUCH-LESS PAPER TOWEL DISPENSER WITH AC ADAPTER: 12-5/8" WIDE x 16-1/8" HIGHx 10-3/16" DEEP; KIMBERLY-CLARK PROFESSIONAL; IN-SIGHT MODEL #09992·TA-7 SURFACE-MOUNTED SOAP DISPENSER: 10-1/2" HIGH X 6-3/4" WIDE X 4-1/4" DEEP; KIMBERLY-CLARK MODEL#92551·DRIP TRAY INSTALLED BELOW SOAP DISPENSER WILL BE PROVIDED BY TENANT, INSTALLED BY GENERALCONTRACTOR·TA-9 SURFACE-MOUNTED DEODORIZER: #AF33014-01.·TA-10 SURFACE-MOUNTED SENSOR-OPERATED HAND DRYER: 11-3/4" WIDE X 12-11/16" HIGH X 6-11/16" DEEP;XLERATOR; MODEL #XL-SBb.PURCHASED AND PROVIDED THROUGH NATIONAL ACCOUNT VENDOR AND INSTALLED BY GENERAL CONTRACTORREFER TO TITLE SHEET:·TA-3 MEDIUM COAT HOOK: ROCKWOOD; MODEL #802. MOUNT BOTTOM OF HOOK ON WALL PER PLAN.·TA-4 SURFACE-MOUNTED SANITARY WASTE RECEPTACLE: 7-1/4" WIDE X 10" HIGH X 3-1/2" DEEP; ASI MODEL #20852·TA-5 TWIN JUMBO-ROLL TOILET TISSUE DISPENSER: 20-13/16" WIDE x 11-3/8" HIGH x 6-3/16" DEEP; ASI MODEL #0040·TA-6 MIRROR: 18" WIDE X 36" HIGH; ASI MODEL #0620·TA-8 SURFACE-MOUNTED TOILET SEAT COVER DISPENSER: ASI MODEL #0477-SM·GB-1/GB-2/GB-3 GRAB BARS: 1-1/2" SATIN FINISH. ASI MODEL#'S 3800-36, 3800-42 AND 3800-18.c.MOUNT PER DIMENSIONS SHOWN ON SHEET A502.2.JANITOR AREA ACCESSORIES PURCHASED BY NATIONAL ACCOUNT VENDOR AND INSTALLED BY GENERAL CONTRACTOR.a.MOP HOLDER - ASI MODEL 315-3 30" LENGTH, 3 HOLDERS, HOOKS. MOUNT @72" AFF TO TOP OF SHELF FOR TYPICALINSTALLATION. FOR ADAAG ACCESSIBILITY GUIDELINES, MOUNT AT NO MORE THAN 48" AFF TO TOP OF SHELF.C.EXECUTION:1.PROVIDE WOOD BLOCKING FOR ALL REQUIRED ACCESSORIES2.INSTALL ACCESSORIES ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.A.PRODUCTS1.GYPSUM DRYWALLa.1/2" THICK, WITH TAPERED EDGES. COMPLY WITH ASTM C 36.b.5/8" THICK, TYPE 'X', WITH TAPERED EDGES. COMPLY WITH ASTM C 36.c.PROVIDE CORNER BEADS AND EDGE TRIM AS REQUIRED WHICH COMPLIES WITH ASTM C 1047.2.STEEL FRAMING FOR WALLS AND PARTITIONSa.3 5/8" 25 GA. MINIMUM COMPLYING WITH ASTM C 645b.6" 20 GA. MINIMUM COMPLYING WITH ASTM C 645c.7/8" FURRING CHANNELSd.LATERAL BRACING AS INDICATED ON DRAWINGS OR BELOW.e.SIZE AND GAUGE OF STUDS AS REQUIRED FOR HEIGHT AND LOADING PER SPECIFIC CONDITIONS AND LOCAL BUILDINGCODE REQUIREMENTS.3.MISCELLANEOUS BLOCKINGa.STUD GRADE WOOD BLOCKING AND FURRING WHERE REQUIRED.b.FIRE RETARDANT TREATED AS REQUIRED BY LOCAL BUILDING DEPT. REQUIREMENTS.4.GYPSUM BOARD JOINT TREATMENTa.PROVIDE THE FOLLOWING MATERIALS COMPLYING WITH ASTM C 475, ASTM C 840 AND RECOMMENDATIONS OF BOTHGYPSUM BOARD AND JOINT-TREATMENT MATERIALS FOR THE APPLICATION INDICATED.b.JOINT TAPE: PAPER REINFORCING TAPE.c.DRYING-TYPE JOINT COMPOUND: READY-MIX FORMULATION: FACTORY- PREMIXED PRODUCT.5.MISCELLANEOUS MATERIALSa.SPOT GROUT: ASTM C 475, SETTING TYPE JOINT COMPOUND OF TYPE RECOMMENDED FOR SPOT GROUTING HOLLOWMETAL DOOR FRAMES.b.GYPSUM BOARD SCREWS: ASTM C 1002B.EXECUTION1.INSTALL METAL FRAMING AND FINISH DRYWALL. COMPLY WITH ASTM C 754 AND ASTM C 840.2.BRACE STUDS WHICH DO NOT EXTEND TO STRUCTURE ABOVE WITH 3 5/8" METAL STUD BRACES ANGLED AT ±45°, FASTENEDTO TOP OF STUD WALL AND TO ROOF STRUCTURE ABOVE. SPACE BRACES AT 48" O.C. MAXIMUM.3.PROVIDE CONTROL JOINTS IN GYPSUM BOARD WALLS THAT ALIGN WITH EXTERIOR MASONRY AND/OR CONCRETE WALLEXPANSION JOINTS TO MINIMIZE DAMAGE DUE EXPANSION/CONTRACTION.4.WALL SURFACES BEHIND STORE FIXTURES SHALL BE FINISHED OUT TO LEVEL 1. ALL OTHER WALLS SHALL BE FINISHED OUTTO LEVEL 4 PRIOR TO FINAL PRIMING AND PAINTING. (LEVELS AS DEFINED BY THE FOUR MAJOR TRADE ASSOCIATIONS, THEASSOCIATION OF WALL AND CEILING INDUSTRIES INTERNATIONAL (AWCI), THE CEILINGS AND INTERIOR SYSTEMSCONSTRUCTION ASSOCIATION (CISCA), THE GYPSUM ASSOCIATION (GA), AND THE PAINTING AND DECORATING CONTRACTORSOF AMERICA (PDCA).GYPSUM BOARD - 092900DECORATIVE FIBERGLASS REINFORCEDWALL PANELS - 097200A.BUILDING MOUNTED SIGNS PROVIDED AND INSTALLED BY TENANT'S SIGN COMPANY.1.POWER PROVIDED AND INSTALLED BY GENERAL CONTRACTOR2.BACKING PROVIDED AND INSTALLED BY GENERAL CONTRACTORSIGNS - 101400A.INTERIOR DOOR IDENTIFICATION PLAQUES ARE APPROXIMATELY 6" X 9", BLUE WITH WHITE LETTERS AND HAVE DOUBLE-SIDEDTAPE PRE-INSTALLED.1.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE PROVISIONS IN THE U.S. ARCHITECTURAL & TRANSPORTATIONBARRIERS COMPLIANCE BOARD'S ADA-ABA ACCESSIBILITY GUIDELINES2.PLASTIC LAMINATE: HIGH-PRESSURE LAMINATE ENGRAVING STOCK WITH FACE AND CORE IN CONTRASTING COLORS.3.TACTILE CHARACTERS: CHARACTERS AND GRADE 2 BRAILLE RAISED ABOVE SURFACE WITH CONTRASTING COLORS.4.PROVIDED BY NATIONAL ACCOUNT VENDOR; INSTALLED BY GENERAL CONTRACTORa.INSTALL SIGNS FOR THE FOLLOWING:B.INSTALLATIONa.LOCATE SIGNS WHERE INDICATED.b.INSTALL SIGNS LEVEL, PLUMB, AND AT HEIGHTS INDICATED, WITH SIGN SURFACES FREE FROM DISTORTION ANDOTHER DEFECTS IN APPEARANCE.PLAQUES - 101416aEGRESS DOOR(S)EXIT981240bJANITOR CLOSETEMPLOYEES ONLY981244cMEN'S RESTROOMMEN'S981241dWOMEN'S RESTROOMWOMEN'S981242eCLASSROOM ACCESSIBLE CLASSROOM981236fUNISEX RESTROOM UNISEX981243gRESTROOM HALLWAY ACCESSIBLE RESTROOM981235SYMLOCATIONSIGN TEXTMODEL #A.PROVIDE THE FOLLOWING PAINT SYSTEMS AND SURFACE PREP SPECIFICATIONS AS SPECIFIED BY SHERWIN WILLIAMS ORARCHITECT-APPROVED EQUAL:1.EXTERIOR MASONRY SEALER/STAINa.SURFACE PREPARATION & APPLICATION: PER SEALER MANUFACTURERS RECOMMENDATIONS AND WRITTENINSTRUCTIONS.2.EXTERIOR MASONRY PAINTa.SURFACE PREPARATION: SSPC/NACE STANDARDS; SSPC-SP3, SSPC-SP4, OR SSPC-SP12 (SHERWIN WILLIAMS SURFACEPREP GUIDE)3.EXTERIOR EIFSa.SURFACE PREPARATION: USE HIGH WATER VOLUME COUPLED WITH LOW WATER PRESSURE AND NON-ABRASIVECLEANERS. SELECT AN APPROPRIATE CLEANING COMPOUND FOR THE CONDITION(S); PREPARE AREA AND PROTECTADJACENT SURFACES; PRESOAK THE WALL SURFACE PRIOR TO APPLICATION OF CLEANING COMPOUND; USE GARDENHOSE OR LOW PRESSURE WASHING - 600 PSI MAXIMUM; APPLY WATER THROUGH A FAN TIP AT A DISTANCE OF 2'-0"(MIN.) TO 5'-0" FROM THE WALL SURFACE; LIGHT SCRUBBING / MILD ABRASION WITH SOFT BRISTLE BRUSH MAY BENECESSARY; HOWEVER, TAKE CARE NOT TO DAMAGE FINISH TEXTURE RINSE THOROUGHLY4.INTERIOR CONCRETE BLOCKa.SURFACE PREPARATION: SSPC/NACE STANDARDS; SSPC-SP3 OR SSPC-SP13 (SHERWIN WILLIAMS SURFACE PREPGUIDE)5.ROOF DECK **** 1 COAT OF PRIMER, 2 COATS OF PAINT - NO EXCEPTIONS ****a.SURFACE PREPARATION: SSPC/NACE STANDARDS AS RECOMMENDED FOR THE SITE-SPECIFIC SUBSTRATE.6.MISCELLANEOUS FERROUS METALS:a.ALL FERROUS METAL ITEMS SHALL BE SHOP PRIMED. COORDINATE PRIMER WITH PAINT COATING SYSTEM.7.MISCELLANEOUS GALVANIZED METALSa.SURFACE PREPARATION: SSPC/NACE STANDARDS; SSPC-SP10 OR SSPC-SP12 (SHERWIN WILLIAMS SURFACE PREPGUIDE)8.INTERIOR GYPSUM DRYWALL PARTITIONS, SOFFITS, AND CEILINGSa.SURFACE PREPARATION GYPSUM BOARD: LEVEL 4 FINISH9.INTERIOR FLOOR STAINa.FLOOR POLISHING NATIONAL ACCOUNT VENDOR WILL STAIN THE CONCRETE SLAB IN THE STOCK ROOM TO DESIGNATE'NO STOCK IN THIS AREA' AISLE.b.SEE SPECIFICATION 03354310.HOLLOW METAL DOORS & FRAMESa.SURFACE PREPARATION: SSPC/NACE STANDARDS; SSPC-SP1 (SHERWIN WILLIAMS SURFACE PREP GUIDE)b.SPRAYED FINISH, NO BRUSHESB. NO PAINT SHALL BE LEFT AT STORE AFTER CONSTRUCTION. GENERAL CONTRACTOR TO REMOVE AT END OF CONSTRUCTION.SEALER: H&C CONCRETE SEALERPRIMER: A24W200 LOXON SURFACER - 1 COAT, 8 MILS DFT.PAINT: A6-100 A-100 EXTERIOR LATEX FLAT, 2 COATS, 1.3 MILS DFT.PAINT: A6-100 A-100 EXTERIOR LATEX FLAT, 2 COATS, 1.3 MILS DFT.PRIMER: A24W200 LOXON SURFACER - 1 COAT, 3 MILS DFT.PAINT: B31-2600 PROMAR 200 ZERO VOC INTERIOR LATEX SEMI-GLOSS, 2 COATS, 1.3 MILS DFT.STOCK ROOMPAINT: B42W181 WATERBORNE ACRYLIC DRYFALL FLAT, 2 COATS, 1.3 MILS DFT.GALVANIZEDPRIMER (WHEN EXISTING OR NOT FACTORY PRIMED): B66-310 PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER- 1 COAT, 3 MILS DFT.PRIMER: B66-310 PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER - 1 COAT, 1.6 MILS DFT.PAINT: B55Z-600 METALASTIC DTM ACRYLIC MODIFIED ENAMEL, 2 COATS, 3 MILS DFT.PRIMER: B66-310 PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER - 1 COAT, 3 MILS DFT.PAINT: B55Z-600 METALASTIC DTM ACRYLIC MODIFIED ENAMEL, 2 COATS, 3 MILS DFT.WALLSCEILINGSPAINT: B42W2 WATERBORNE ACRYLIC DRYFALL EG-SHEL, 2 COATS, 1.3 MILS DFT.PRIMER: B28W02600 PROMAR ZERO VOC INTERIOR LATEX PRIMER, 1 COAT, 1.6 MILS DFT.PAINT: B31-2600 PROMAR 200 ZERO VOC INTERIOR LATEX SEMI-GLOSS, 2 COATS, 1.3 MILS DFT.PRIMER: B28W02600 PROMAR ZERO VOC INTERIOR LATEX PRIMER, 1 COAT, 1.6 MILS DFT.PRIMER: B66-310 PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER - 1 COATS, 3 MILS DFT.PAINT: BCC-300 SHER-CRYL SEMI-GLOSS FINISH, 2 COATS, 3 MILS DFT.A.VINYL BASE WITH COVE: AS MANUFACTURED BY ARMSTRONG1.HEIGHT: 4"2.THICKNESS: .080"3.COLOR: REFER TO FINISH SCHEDULE ON SHEET A601.B.ADHESIVE: PER MANUFACTURERS RECOMMENDATIONCOVE BASE - 096500BREAK ROOM, OFFICE,STOCK ROOM, MISC.MECHANICAL ROOMShFRONT DOOR DECAL ACCESSIBILITY SYMBOL981231THE FOLLOWING IS PROVIDED AND INSTALLED BY THE TENANT:BID SET04/11/2022MJM job# 21413REVDATEThis drawing and the design shown isthe property of the architect. Thereproduction, copying or use of thisdrawing without their written consentis prohibited and any infringement willbe subject to legal action.MJM ARCHITECTS 2948 SIDCO DRIVE NASHVILLE, TN 37204 P. 615.244.8170 www.mjmarch.com JO-ANN FABRICS AND CRAFTS 45 S Hinesburg Rd, South Burlington, VT 05403ADDENDUM-104/20/22SP105ARCHITECTURALSPECIFICATIONS POWER VENTILATORS - 158000A. GENERAL 1. INSTALL POWER VENTILATORS AS DESCRIBED IN CONTRACT DOCUMENTS. B. PRODUCTS1. AS SCHEDULED ON DRAWINGS. 2. CEILING MOUNTED EXHAUST FANS SHALL BE ACOUSTICALLY INSULATED WITH A SOUND LEVEL RATING OF 4.7 SONES MAXIMUM.PROVIDE EXHAUST GRILLE, SHATTERPROOF BACK DRAFT DAMPER, ROOF CAP AND RUBBER - IN SHEAR VIBRATION ISOLATORS. C. EXECUTION 1. INSTALL FANS LEVEL AND PLUMB, IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. SECURE UNITS TO STRUCTURE OR CURB. 2. CHECK EXHAUST FANS FOR ANYTHING THAT WILL AFFECT ITS OPERATION AND TAKE CORRECTIVE ACTION BEFORE START-UP.METAL DUCTWORK - 159000A. GENERAL 1. FURNISH AND INSTALL RECTANGULAR AND ROUND METAL DUCTS AND PLENUMS FOR HVAC SYSTEMS PER THE CONTRACT DOCUMENTS. 2. FURNISH AND INSTALL DUCT LINER IN ALL RETURN AIR DUCTWORK. MAINTAIN AIR WAY DIMENSIONS ON DRAWINGS. 3. COMPLY WITH NFPA 90A, "STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEM." B. PRODUCTS 1. FABRICATE DUCTS OF LOCK FORMING QUALITY, ASTM A 527, COATING DESIGNATION G90, IN CONFORMANCE WITH ALL "SMACNA" STANDARDS. PROVIDE MILL PHOSPHATIZED FINISH FOR EXPOSED SURFACES OF DUCTS EXPOSED TO VIEW. SEAL JOINTS AND SEAMS WITH UNITED DUCT SEAL OR EQUAL. 2. SEE SECTION 15250 FOR DUCT LINER SPECIFICATION. 3. VOLUME DAMPERS IN MAIN AND BRANCH DUCTS SHALL BE FACTORY FABRICATED MULTIPLE OPPOSED BLADE DESIGN WITH STANDARD LEAKAGE RATING, LOCKING QUADRANT AS MANUFACTURED BY AIR CONTROL PRODUCTS TCD-OB OR EQUAL. 4. FIRE DAMPERS SHALL BE "RUSKIN" IBD2 TYPE B, 165%%127 FUSIBLE LINK, 1 1/2" HOUR RATED, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR AS REQUIRED BY LOCAL BUILDING CODE. REGULATIONS. 5. DUCT HANGERS SHALL BE 1" X 18 GA. GALV. STEEL STRAPS SPACED NOT MORE THAN 8 FT. APART. 6. PROVIDE TURNING VANES IN ALL S.A. AND R.A. ELBOWS. TURNING VANES SHALL BE SINGLE BLADE VANES WITH TRAILING EDGE, 1-1/4" WIDE VANE RAIL. 7. FLEXIBLE DUCTS SHALL COMPLY WITH U.L. 181, CLASS I, FACTORY- FABRICATED, INSULATED ROUND DUCT WITH AN OUTER GLASS-REINFORCED SILVER MYLAR JACKET ENCLOSING 1-1/2" THICK GLASS FIBER INSULATION AROUND A CONTINUOUS INNER LINER. REINFORCEMENT SHALL BE A STEEL-WIRE HELIX ENCAPSULATED IN THE POLYETHYLENE FILM INNER LINER. 8. MAXIMUM FLEXIBLE DUCT RUN TO BE 5'-0". C. EXECUTION 1. CONSTRUCT AND INSTALL EACH DUCT SYSTEM FOR THE SPECIFIC DUCT PRESSURE CLASSIFICATION INDICATED PER SMACNA AND LOCAL CODE. INSTALL DUCTS CLOSE TO WALLS, OVERHEAD CONSTRUCTION, COLUMNS, AND OTHER PERMANENT ELEMENTS OF THE BUILDING.2. ADJUST VOLUME CONTROL DAMPERS AS REQUIRED BY THE TESTING AND BALANCING PROCEDURES. VACUUM DUCT SYSTEMS PRIOR TO FINAL ACCEPTANCE. 3. ALL SUPPORTS FOR FLEXIBLE DUCT SHALL INCORPORATE A 1" WIDE BAND CLAMP. SUPPORT SYSTEM MUST NOT DAMAGE NEW DUCT OR CAUSE OUT OF ROUND SHAPE. MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 5'-0" 4. INSTALL ONLY RIGID METAL DUCTWORK WHERE IT IS EXPOSED TO VIEW.AIR OUTLETS AND INLETS - 159500A. GENERAL 1. INSTALL CEILING AIR DIFFUSERS AND GRILLES AS DESCRIBED IN CONTRACT DOCUMENTS. AIR OUTLETS AND INLETS SHALL COMPLY WITH ARI 650 STANDARD. B. PRODUCTS 1. AS SCHEDULED ON DRAWINGS. OTHER APPROVED MANUFACTURER'S INCLUDE: ANEMOSTAT, CARNES, KRUEGER, TUTTLE AND BAILEY. 2. ALL DIFFUSERS SHALL HAVE BORDER STYLES COMPATIBLE WITH ADJACENT CEILING SYSTEMS. 3. REGISTERS, DIFFUSERS, AND GRILLES SHALL HAVE A SEMI-GLOSS WHITE ENAMEL FACTORY FINISH UNLESS NOTED OTHERWISE. C. EXECUTION 1. INSTALL AIR OUTLETS AND INLETS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. COORDINATE LOCATION OF CEILING DIFFUSERS AND GRILLES WITH THE REFLECTED CEILING PLAN. ANCHOR SECURELY INTO OPENINGS.2. CONTRACTOR TO TEMPORARILY INSTALL MERV-8 FILTER ON RETURN AIR INLET DURING CONSTRUCTION PERIOD. FILTER SHALL BE CHANGED WEEKLY DURING CONSTRUCTION PERIOD AND DAILY DURING FLOOR POLISHING.TEMPERATURE CONTROL SYSTEMS - 159700A. GENERAL 1. THE BUILDING TEMPERATURE CONTROL SYSTEMS SHALL BE FURNISHED AND INSTALLED BY NATIONAL ACCOUNT VENDOR UNDER CONTRACT WITH THE GENERAL CONTRACTOR. THE CONTROL SYSTEM WILL ALLOW MONITORING OF THE SYSTEM FROM THE HOME OFFICE.CONTROLS SUMMARY: EACH MECHANICAL UNIT WILL BE SCHEDULED BY THE ANDOVER SYSTEM IN ORDER TO MAINTAIN OCCUPIED AND UNOCCUPIED SETPOINTS. THERE WILL BE A UNIQUE SET OF VALUES FOR BOTH HEATING AND COOLING MODES OF OPERATION. NIGHT SETBACK SHALL OCCUR DURING UNOCCUPIED HEATING PERIODS. THE ANDOVER SYSTEM SHALL MAINTAIN THE SPACE AT A SETPOINT BELOW THAT OF THE OCCUPIED HEATING SETPOINT. THE INITIAL SETTING SHALL BE 55 DEGREES. NIGHT SHUTDOWN SHALL OCCUR DURING UNOCCUPIED PERIODS DURING NON-HEATING MODES. THE ANDOVER SYSTEM SHALL KEEP ALL ROOFTOPS OFF UNLESS A SPACE TEMPERATURE EXCEEDS 85 DEGREES. OUTDOOR AIR DAMPER SHALL BE AUTOMATICALLY CONTROLLED.DEMAND CONTROL VENTILATION: VENTILATION WILL BE DYNAMICALLY ADJUSTED TO MEET CODE REQUIRED RATES BASED UPON STORE POPULATION. THIS WILL BE MONITORED VIA A CO2 SENSOR MOUNTED IN THE SALES FLOOR AREA AND IN THE STOCK ROOM.TESTING, ADJUSTING, AND BALANCING -159900A. GENERAL 1. FURNISH TESTING, BALANCING, AND ADJUSTING OF HEATING, COOLING AND EXHAUST SYSTEMS. TESTING AGENCY SHALL HAVE FIVE YEARS EXPERIENCE WITH PROJECTS OF SIMILAR SIZE AND SCOPE. 2. SUBMIT FOUR COPIES OF COMPLETE TEST DATA FOR EVALUATION AND APPROVAL. SUBMIT FORMS PREPARED BY AABC. 3. TEST, ADJUST, AND BALANCE THE AIR CONDITIONING SYSTEM DURING THE SUMMER SEASON AND HEATING SYSTEM DURING THE WINTER SEASON. B. EXECUTION 1. PERFORM TESTING AND BALANCING IN COMPLETE ACCORDANCE WITH THE ASSOCIATED AIR BALANCE COUNCIL "STANDARDS FOR FIELD MEASUREMENTS AND INSTRUCTIONS." 2. INSTRUMENTS USED BY AGENCY SHALL BE ACCURATELY CALIBRATED AND MAINTAINED IN GOOD WORKING ORDER. 3. AIR TESTING AND BALANCING PROCEDURE a. CHECK FILTERS. DO NOT PROCEED WITHOUT CORRECT, CLEAN FILTERS. b. TEST AND ADJUST BLOWER RPM TO DESIGN REQUIREMENTS. c. TEST AND RECORD MOTOR FULL LOAD AMPS. d. TEST AND RECORD SUPPLY AIR, RETURN AIR AND EXHAUST AIR CFM, STATIC PRESSURES, SUCTION AND DISCHARGE. e. TEST AND RECORD ENTERING AND LEAVING AIR TEMPERATURES. BOTH HEATING AND COOLING. f. TEST AND ADJUST EACH DIFFUSER, GRILLE, AND REGISTER TO WITHIN 10% OF DESIGN REQUIREMENTS. IDENTIFY EACH DIFFUSER, GRILLE, AND REGISTER BY MANUFACTURER, TYPE, SIZE, AND COMPARISON BETWEEN REQUIRED CFM AND TESTED.C. REPORT IS PART OF THE REQUIRED CLOSEOUT PACKAGE AND MUST BE POSTED TO NATIONAL ACCOUNT VENDOR.PLUMBING PIPING - 154100 - CONTINUEDE. VALVES1. SECTIONAL VALVES: INSTALL SECTIONAL VALVES CLOSE TO MAIN ON EACH BRANCH OR EQUIPMENT CONNECTIONS AND WHERE INDICATED. USE BALL VALVES FOR SECTIONAL VALVES 2 INCHES AND SMALLER. 2. SHUTOFF VALVES: INSTALL SHUTOFF VALVES ON INLET TO EACH PLUMBING EQUIPMENT ITEM, ON EACH SUPPLY TO EACH PLUMBING FIXTURE NOT HAVING STOPS ON SUPPLIES, AND ELSEWHERE AS INDICATED. FOR SHUTOFF VALVES 2 INCHES AND SMALLER, USE BALL VALVES, F. CONNECTIONS1. SUPPLY RUNOUTS TO FIXTURES: INSTALL HOT AND COLD WATER SUPPLY PIPING RUNOUTS OF SIZES INDICATED, BUT NOT SMALLER THAN REQUIRED BY PLUMBING CODE TO FIXTURES. 2. DRAINAGE RUNOUTS TO FIXTURES: PROVIDE DRAINAGE AND VENT PIPING RUNOUTS, WITH APPROVED TRAP, OF SIZES INDICATED, BUT NOT SMALLER THAN REQUIRED BY PLUMBING CODE, TO PLUMBING FIXTURES AND DRAINS. G. FIELD QUALITY CONTROL 1. INSPECT WATER DISTRIBUTION PIPING AND DRAINAGE PIPING. a. DO NOT ENCLOSE, COVER, OR PUT INTO OPERATION WATER DISTRIBUTION PIPING SYSTEM UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION. 2. TEST WATER DISTRIBUTION PIPING AS FOLLOWS:a. TEST FOR LEAKS AND DEFECTS IN NEW WATER DISTRIBUTION PIPING SYSTEM. b. CAP AND SUBJECT THE PIPING SYSTEM TO A STATIC WATER PRESSURE TWICE THE OPERATING PRESSURE WITHOUT EXCEEDING PRESSURE RATING OF PIPING SYSTEM MATERIALS. ISOLATE TEST SOURCE AND ALLOW TO STAND FOR 4 HOURS. LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS THAT MUST BE REPAIRED. c. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEM OR PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. 3. DRAINAGE AND VENT PIPING TEST: a. TEST DRAINAGE AND VENT SYSTEM ACCORDING TO PROCEDURES OF AUTHORITY HAVING JURISDICTION.BASIC MECHANICAL MATERIALS AND METHODS-150500 - CONTINUED2. PLUG VALVES, 2 1/2" AND LARGER: RATED AT 175 PSI WOG, LUBRICATED PLUG TYPE, SEMI-STEEL BODY, WRENCH OPERATED WITH FLANGED ENDS. VALVES SHALL BE NORDSTROM 143 OR APPROVED EQUAL. 3. CHECK VALVES, 2" AND SMALLER: RATED AT 200 PSI WOG, CAST BRONZE BODY, HORIZONTAL SWING, Y-PATTERN AND BRONZE DISC. VALVES SHALL BE NIBCO MODEL S413 OR APPROVED EQUAL. 4. OTHER APPROVED MANUFACTURES: CRANE, HAMMOND, JAMESBURY, JENKINS, KEYSTONE, POWELL, STOCKHAM, AND WATTS. H. HANGERS AND SUPPORT COMPONENTS SHALL BE FACTORY FABRICATED OF MATERIALS, DESIGN AND MANUFACTURER COMPLYING WITH MSS SP-58. 1. DOMESTIC WATER PIPING 2 1/2" DIA. AND SMALLER: GRINNELL FIG. NO. CT-69 TUBING HANGER WITH FIG NO. 167 PROTECTION SHIELD. 2. STORM/SANITARY WASTE AND VENT PIPING: GRINNELL FIG. NO. 260 ADJ STEEL CLEVIS HANGER FOR HORIZONTAL PIPING, GRINNEL FIG. NO. 261 STEEL RISER CLAMP FOR VERTICAL PIPING WHERE PIPING IS SUPPORTED FORM OVERHEAD WOOD TRUSSES, USE GRINNELL FIG. NO. 153 PIPE HANGER FLANGE. 3. HANGER RODS SHALL BE ASTM A-107 CONTINUOUS THREADED WITH THE FOLLOWING LOADING: 3/8" - 610 LBS., 1/2" - 1130 LBS., 5/8" - 1810 LBS. AND 3/4" - 2710 LBS. 4. HANGER SPACING AS FOLLOWS: a. STEEL PIPE - AT INTERVALS NOT EXCEEDING 12'-0". b. COPPER PIPE - 1 1/4" AND SMALLER 6'-0" INTERVALS 1 1/2" AND LARGER 10'-0" INTERVALS. c. CAST IRON PIPE - AT INTERVALS NOT EXCEEDING 10'-0". d. PLASTIC SCH. 40 PIPE - AT INTERVALS NOT EXCEEDING 4'-0". 5. HANGERS MANUFACTURED BY FEE AND MASON, B LINE AND HYDRA-ZORB ARE ALSO ACCEPTABLE. 6. MISCELLANEOUS STEEL PLATES, SHAPES AND BARS: ASTM A36. I. PIPE SUPPORTS: 1. COPPER TUBING: ADJUSTABLE STEEL CLEVIS HANGER, B-LINE B3104CT. 2. UNINSULATED PIPING: ADJUSTABLE STEEL CLEVIS HANGER, B-LINE B3104 OR B3100. 3. INSULATED HOT PIPING (2 INCH AND SMALLER): ADJUSTABLE STEEL CLEVIS HANGER WITH GALVANIZED SHEET METAL SHIELD, B-LINE B3100 WITH B3151 SERIES. 4. INSULATED COLD PIPING (4 INCH AND SMALLER): ADJUSTABLE STEEL CLEVIS HANGER WITH GALVANIZED SHEET METAL SHIELD, B-LINE B3100 WITH B3151 SERIES. 5. PLASTIC PIPING: ADJUSTABLE V-BOTTOM STEEL CLEVIS HANGER WITH GALVANIZED 18 GAUGE CONTINUOUS SUPPORT CHANNEL, B-LINE B3106 WITH B3106V SERIES. MANUFACTURERS: B-LINE, ANVIL (GRINNELL), MICHIGAN, PHD, HILTI, HOLDRITE OR APPROVED EQUAL. J. MULTIPLE OR TRAPEZE HANGERS: 12 GAUGE, ROLL FORMED, ASTM A570 GRADE 33 STRUCTURAL STEEL CHANNEL, 1 5/8 INCH X 1 5/8 INCH COATED STEEL CHANNELS WITH SPACERS AND HANGER RODS, B-LINE B22 STRUT OR STRONGER AS REQUIRED. MOUNT PIPES TO TRAPEZE WITH TWO-PIECE PIPE STRAPS SIZED FOR OUTSIDE DIAMETER OF PIPE/INSULATION, B-LINE B2000 SERIES. MANUFACTURERS: B-LINE, UNISTRUT, SUPERSTRUT OR APPROVED EQUAL. K. WALL SUPPORT: (PIPE SIZES TO 3 INCH): CARBON STEEL HOOK, B-LINE B3191, MICHIGAN, PHD, HILTI, HOLDRITE OR APPROVED EQUAL. L. VERTICAL SUPPORT: STEEL RISER CLAMP SIZED TO FIT OUTSIDE DIAMETER OF PIPE, B-LINE B3373, MICHIGAN, PHD, HILTI, HOLDRITE OR APPROVED EQUAL. M. FLOOR SUPPORT (HOT PIPE SIZES TO 6 INCH AND ALL COLD PIPE SIZES): CARBON STEEL ADJUSTABLE PIPE SADDLE (SCREWED OR WELDED TO APPROPRIATE BASE STAND) AND NIPPLE ATTACHED TO STEEL BASE STAND SIZED FOR PIPE ELEVATION, B-LINE B3093, B3088T, B3090 OR B3088, MICHIGAN, PHD, HILTI, HOLDRITE OR APPROVED EQUAL. N. HANGERS SHALL BE DESIGNED TO IMPEDE DISENGAGEMENT BY MOVEMENT OF SUPPORTED PIPE. O. PROVIDE STONEMAN TRISOLATORS OR EQUIVALENT OR 1/4 INCH THICK HAIR FELT AT ALL COPPER PIPE HANGERS OR SUPPORTS, EXCEPT NONE REQUIRED FOR INSULATED HOT PIPES.P. HANGERS AND CLAMPS FOR SUPPORT OF BARE COPPER TUBING SHALL BE COATED WITH COPPER-COLORED EPOXY PAINT. AN ADDITIONAL PVC COATING OF THE EXPOY-COATED HANGER SHALL BE APPLIED WHERE REQUIRED BY THE TENANT'S AUTHORIZED REPRESENTATIVE Q. HANGERS FOR OTHER THAN BARE COPPER PIPING SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM B633-SC3 OR SHALL HAVE AN ELECTRO-DEPOSITED GREEN EPOXY FINISH. R. STRUT CHANNELS SHALL BE PRE-GALVANIZED IN ACCORDANCE WITH ASTM A653-G90 OR HAVE AN ELECTRO-DEPOSITED EPOXY FINISH. S. ROOF PIPE SUPPORTS SEE DRAWING P102. SPACED MAXIMUM 10'-0" ON CENTER.MECHANICAL INSULATION - 152500A. GENERAL: 1. FURNISH AND INSTALL INSULATION FOR DUCTWORK AND PIPING AS DESCRIBED IN CONTRACT DOCUMENTS. SUBMIT PRODUCT DATA FOR EACH TYPE OF MECHANICAL INSULATION FOR THE DATA FOR EACH TYPE OF MECHANICAL INSULATION FOR THE PROJECT, IDENTIFYING R-VALUE, THICKNESS, AND ACCESSORIES. 2. INSULATION SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS. 3. SCHEDULE INSULATION APPLICATION AFTER DUCT AND PIPING TESTS HAVE BEEN COMPLETED. B. PRODUCTS: 1. GLASS FIBER: INORGANIC GLASS FIVERS, BONDED WITH A THERMOSETTING RESIN. a. BLANKET: 1-1/2" THICK WITH ALUMINUM FOIL SCRIM KRAFT FACING AND 1 LB/CU. FT. DENSITY. OWENS-CORNING FRK. PREFORMED PIPE INSULATION: 1" THICK WITH REINFORCED ALL SERVICE VAPOR RETARDER JACKETING. OWENS-CORNING FIBERGLASS ASJ. c. DUCT LINER: i" OR 1" THICK COATED WITH A BLACK PIGMENTED FIRE-RESISTANT COATING ON THE AIRSTREAM SIDE AND 1-1/2 LB./CU. FT. DENSITY. OWENS-CORNING AEROFLEX. d. OTHER APPROVED MANUFACTURES: CERTAINTEED, KNAUF, AND MANVILLE. C. EXECUTION 1. SELECT ACCESSORIES COMPATIBLE WITH MATERIALS SUITABLE FOR THE SERVICE THAT DO NOT CORRODE, SOFTEN, OR OTHERWISE ATTACK THE INSULATION OR JACKET. 2. SLIP INSULATION ON THE COLD AND HOT WATER PIPE AND SEAL JOINTS WITH ADHESIVE. WHERE THE SLIP ON TECHNIQUE IS NOT POSSIBLE, CUT ONE SIDE LONGITUDINALLY AND APPLY TO THE PIPE. SEAL SEAMS AND JOINTS WITH ADHESIVE. 3. INSULATE FINISHED PLUMBING LINES TO FIXTURES ACCESSIBLE TO THE DISABLED WITH 3/8" ARMSTRONG ARMAFLEX OR EQUAL.4. DUCTWORK APPLICATION:a. ALL RETURN AIR DUCTWORK IS TO BE LINED WITH DUCT LINER.b. ALL SUPPLY DUCTWORK LOCATED IN CONCEALED AREAS OR ABOVE THE CEILING IS TO BE WRAPPED WITH BLANKET INSULATION. THE FIRST 15'-0" OF THE SUPPLY DUCTWORK FROM THE ROOFTOP UNIT IS TO BE LINED WITH DUCT LINER. WRAP INSULATION CAN BE OMITTED ON SECTIONS OF DUCTWORK INSTALLED WITH DUCT LINER.c. ALL SUPPLY DUCTWORK IN STOCKROOM IS TO BE UN-INSULATED.d. FOR THE EXPOSED DUCTWORK IN THE SALES AREA, THE FIRST 15'-0" OF THE SUPPLY DUCTWORK FROM THE ROOFTOP UNIT IS TO BE LINED WITH DUCT LINER. IF CONCENTRIC DIFFUSERS ARE MOUNTED DIRECTLY BELOW THE ROOFTOP UNIT, ALL OF THE SUPPLY DUCTWORK SHOULD BE LINED TO THE CONCENTRIC DIFFUSERS. 5. DOMESTIC COLD AND HOT WATER PIPING IS TO BE INSULATED WITH 1" PREFORMED PIPE INSULATION.FIRE PROTECTION SPECIFICATIONS - 139000 A. THE CONTRACTOR FOR THE FIRE PROTECTION WORK SHALL BE A RECOGNIZED, QUALIFIED AND LICENSED FIRE PROTECTION CONTRACTOR, PRIMARILY ENGAGED IN THE DESIGN AND INSTALLATION OF FIRE PROTECTION SYSTEMS.B. THE FIRE PROTECTION SHOP DRAWINGS, INCLUDING DRAWINGS AND HYDRAULIC CALCULATIONS, SHALL BE PREPARED BY A STATE CERTIFIED SPRINKLER SYSTEM DESIGNER.C. THE COMPLETE INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL STATE, LOCAL AND NATIONAL CODES, ALL APPLICABLE SECTIONS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, AND DIVISION 13 SPECIAL CONSTRUCTION. NOTE: THE MOST STRINGENT SPECIFICATION REQUIREMENTS APPLYD. ALL ELECTRICAL CIRCUITS REQUIRED FOR EACH FIRE DETECTION SYSTEM. WATER FLOW ALARM AND VALVE SUPERVISION WIRING SHALL BE CHECKED BY THE FIRE PROTECTION CONTRACTOR TO ENSURE PROPER OPERATION. SPRINKLER SUPERVISORY DEVICES WILL BE COMPATIBLE WITH THE ALARM EQUIPMENT PANEL. COORDINATE WITH FIRE ALARM CONTRACTOR.E. ELECTRICAL POWER SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR.F. THE CONTRACTOR SHALL SUBMIT COMPLETE 1/4" SCALE SHOP DRAWINGS SHOWING DETAILS OF CONSTRUCTION, FABRICATION, EQUIPMENT, DEVICES, ETC., INSTALLATION AND WIRING OF ALL COMPONENTS FOR ALL WORK AS INDICATED AND SPECIFIED HEREIN.G. ALL DEVICES AND MATERIALS PERTAINING TO ALL FIRE PROTECTION WORK SHALL BEAR THE UNDERWRITER LABORATORIES, INC. LABEL FOR FIRE PROTECTION DEVICES. SUBMIT CATALOG CUTS OF THE FOLLOWING SPRINKLER DEVICES: SPRINKLER HEADS AND ESCUTCHEONS.H. IT IS ESSENTIAL FOR THE COORDINATION OF ALL TRADES THAT THIS CONTRACTOR BE RESPONSIBLE FOR CONFIRMING THE LOCATIONS AND ELEVATIONS OF HIS PIPING AND EQUIPMENT AT THE JOB SITE, TO AVOID ENCROACHING UPON THE SPACE NEEDED AND ALLOCATED FOR ANOTHER TRADE.I. DRAWINGS ARE NOT INTENDED TO BE SCALED FOR ROUGHING-IN MEASUREMENTS NOR TO SERVE AS SHOP DRAWINGS, INSTALLATION DRAWINGS, OR SLEEVE DRAWINGS. DRAWINGS FOR THESE PURPOSES SHALL BE PREPARED BY THE SPRINKLER CONTRACTOR.J. A COMPLETE INTERCONNECTION WIRING DIAGRAM SHALL BE SUBMITTED SHOWING ALL ELECTRICAL COMPONENTS OF THE SYSTEM WITH NUMBERED TERMINALS AND ALL INTERCONNECTING WIRING WITH COLOR CODING AND CONDUIT REQUIREMENTS.K. MAKE HYDROSTATIC TEST ON SPRINKLER SYSTEM, 200 PSI FOR 2 HOURS.L. ALL DEFECTS MADE EVIDENT BY THE TESTS SHALL BE PROPERLY REPAIRED BY THE SPRINKLER CONTRACTOR. LEAKS IN OVERHEAD LINES SHALL BE REPAIRED ONLY BY MEANS OF TIGHTENING OR REPLACING THE FITTING AND NOT RESORTING TO ANY CAULKING METHOD.M. UPON COMPLETION OF THE ENTIRE FIRE PROTECTION SYSTEM ARRANGE TO HAVE THE FIRE INSPECTION BUREAU REPRESENTATIVE AND THE PROPER INSURANCE COMPANY AVAILABLE TO WITNESS THE ACCEPTANCE TEST.N. WORKING DRAWINGS SHALL BE SUBMITTED TO THE STATE INSPECTION SERVICE, LOCAL GOVERNING AUTHORITY HAVING JURISDICTION, AND TO THE OWNER'S FIRE INSURANCE UNDERWRITER'S FOR APPROVAL AND PERMITS. ALL DEVICES AND MATERIALS PERTAINING TO ALL FIRE PROTECTION WORK SHALL BEAR THE U.L. STAMP OF APPROVAL.O. THE SPRINKLER CONTRACTOR SHALL PROVIDE THE OWNER WITH TWO (2) COMPLETE SETS OF PRINTED INSTRUCTIONS AND HIS DRAWINGS COVERING THE PROPER OPERATION AND MAINTENANCE OF ALL EQUIPMENT FURNISHED UNDER THESE SPECIFICATIONS.P. GUARANTEE OF WORK UNDER THIS SECTION OF THE SPECIFICATIONS SHALL BE FOR A PERIOD OF ONE YEAR AFTER COMPLETION AND FORMAL ACCEPTANCE OF THE FIRE PROTECTION SYSTEMS.Q. PIPE AND FITTINGS SHALL BE SCHEDULE 40 STEEL FOR PIPING 3" AND SMALLER. PIPING 4" AND LARGER CAN BE SCHEDULE 10 STEEL PIPE. PIPE FITTINGS MAY BE CAST, MALLEABLE OR DUCTILE IRON. SCREWED CAST IRON FITTINGS 2" AND SMALLER SHALL HAVE 175 PSI COLD WATER RATING. DYNA-FLOW AND DYNA-THERAD PIPING IS AN APPROVED ALTERNATE. R. GATE VALVES (IF REQUIRED) IN THE FIRE SYSTEM SHALL BE U.L. APPROVED O.S.&Y. VALVES, 175# W.W.P. CHECK VALVES IN FIRE LINES AND SPRINKLER LINES SHALL BE U.L. APPROVED IRON BODY BRONZE MOUNTED CHECKS, FLANGED ENDS, 175# W.W.P. GATE VALVES AHEAD OF FLOW SWITCHES SHALL BE SUITABLE FOR TAMPER SWITCHES.S. INSTALL APPROVED PENDENT AND UPRIGHT SPRINKLERS PER NFPA-13. REUSE METAL CABINET WITH EXTRA AUTOMATIC SPRINKLER HEADS. PROVIDE QUANTITIES OF EACH TEMPERATURE RANGE AND TYPE PROPORTIONATE TO THAT INSTALLED. SPRINKLER HEADS SHALL BE MANUFACTURED BY CENTRAL SPRINKLER CORP., VIKING, GRINNELL.T. PROVIDE FIRE DEPARTMENT CONNECTIONS AS REQUIRED PER CODE AND LOCAL REQUIREMENTS.U. FURNISH AND INSTALL NEW 115 V GATE VALVE SWITCH (IF REQUIRED). TAMPER SWITCHES SHALL BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. ELECTRICAL CONTRACTOR TO WIRE.V. FURNISH AND INSTALL NEW AUTOCALL WATERFLOW INDICATORS (IF REQUIRED) WHERE SHOWN ON DRAWINGS. SIZE AS REQUIRED FOR PIPING SERVED. FLOW SWITCHES TO BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. ELECTRICAL CONTRACTOR TO WIRE.W. SUPPORT ALL SPRINKLER PIPING, AS SPECIFIED IN NFPA-13, INSTALLATION OF SPRINKLER EQUIPMENT.X. PROVIDE INSPECTOR'S TEST CONNECTION.Y. FLUSHING CONNECTIONS - 4" LONG NIPPLE AND CAP SHALL BE PROVIDED AT ENDS OF ALL CROSS MAINS.Z. REDUCERS SHALL BE ECCENTRIC AND INSTALLED IN PIPING SO THAT PIPING CAN BE DRAINED.AA. USE DIELECTRIC CONNECTIONS OR INSULATOR COUPLINGS WHERE PIPE MATERIALS CHANGE FROM FERROUS TO NON-FERROUS.APAB. MAKE SCREWED JOINTS WITH PIPE COMPOUND APPLIED TO MALE THREADS ONLY. ALL CUT ENDS OF THE PIPE SHALL BE CAREFULLY REAMED TO FULL SIZE.AC. ALL PIPING AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED IN A MANNER AND IN LOCATIONS AVOIDING ALL OBSTRUCTIONS AND MAINTAINING REQUIRED HEAD ROOM CLEARANCES. FIELD CHECK BEFORE STARTING ANY INSTALLATION.AD. SPRINKLER PIPING SHALL BE SUPPORTED FROM STRUCTURAL MEMBERS WHEREVER POSSIBLE. ALL PIPING LOCATED BENEATH A ROOF SHALL BE HUNG FROM THE ROOF TRUSSES.BASIC MECHANICAL REQUIREMENTS - 150100A. THE TERM CONTRACTOR IN THIS SPECIFICATION SHALL BE CONSTRUED TO MEAN A "LICENSED CONTRACTOR" IN THE MECHANICAL, PLUMBING AND FIRE PROTECTION TRADES. LICENSES SHALL BE CURRENT AND VALIDATED BY THE STATE OR LOCAL MUNICIPALITY HAVING JURISDICTION IN THE EXECUTION OF THE TRADE ON THIS PROJECT. B. CONTRACTOR SHALL SUBMIT MANUFACTURER'S CATALOG DATA FOR EACH MANUFACTURED ITEM. SUBMITTAL SHALL INCLUDE ENOUGH INFORMATION TO SHOW COMPLIANCE WITH CONTRACT DOCUMENT REQUIREMENTS. MARK CATALOG DATA TO INDICATE SPECIFIC ITEM WITH APPLICABLE DATA UNDERLINED. PROVIDE ENOUGH QUANTITIES OF SHOP DRAWINGS FOR JO-ANN STORES, INC. TO RETAIN TWO COPIES FOR THEIR RECORDS. C. CONTRACTOR SHALL SUBMIT "AS-BUILT" DRAWINGS AT THE COMPLETION OF PROJECT AND LEAVE A SET ON SITE. DRAWINGS SHALL RECORD DIFFERENCES BETWEEN MECHANICAL WORK AS INSTALLED AND AS SHOWN IN CONTRACT DOCUMENTS. D. CONTRACTOR SHALL SUBMIT AN "OPERATION AND MAINTENANCE MANUAL" (O&M) AT THE COMPLETION OF THE PROJECT. THE MANUAL SHALL CONTAIN COPIES OF ALL WARRANTIES REQUIRED IN DIVISION 15, MANUFACTURER'S PRINTED OPERATING PROCEDURES FOR NORMAL AND EMERGENCY CONDITIONS, MAINTENANCE PROCEDURES FOR ROUTINE PREVENTION MAINTENANCE AND TROUBLE SHOOTING AND COMPLETE NOMENCLATURE AND COMMERCIAL NUMBERS OF REPLACEMENT PARTS. E. CONTRACTOR SHALL VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS OF THE ACTUAL EQUIPMENT TO BE CONNECTED. F. SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS ELEMENTS OF MECHANICAL SYSTEMS, MATERIALS AND EQUIPMENT. PERFORM CUTTING AND PATCHING FOR MECHANICAL SYSTEMS AS REQUIRED FOR INSTALLATION. SEAL EXTERIOR OPENINGS WEATHERTIGHT.G. IF REQUIRED THE LANDLORDS CONTRACTOR SHALL BE USED FOR ALL ROOF AND SPRINKLER WORK. H. TENANT'S NATIONAL ACCOUNT VENDOR MUST BE USED FOR ALL FIRE ALARM WORK.BASIC MECHANICAL MATERIALS AND METHODS -150500A. REFER TO INDIVIDUAL PIPING SYSTEM SPECIFICATION SECTIONS FOR PIPE, FITTING, JOINING MATERIALS AND METHODS. PIPE THREADS SHALL COMPLY WITH ASME B1.20.1 FOR FACTORY-THREADED PIPE AND PIPE FITTINGS. B. FURNISH AND INSTALL MANUFACTURED ESCUTCHEONS FOR EXPOSED WALL AND CEILING PENETRATIONS. INSTALL DIELECTRIC UNIONS WHEREVER JOINING DISSIMILAR METALS TO PREVENT GALVANIC ACTION AND CORROSION. C. FURNISH AND INSTALL SLEEVES FOR WALL, FLOOR SLAB AND ROOF PENETRATIONS WITH A MIN. TWO SIZES LARGER THAN PIPE OR INSULATION: STEEL PIPE: ASTM A53, GRA, SCH. 40 GALV. PLAIN ENDS. PVC PLASTIC PIPE: ASTM D1785, SCH. 40. D. FURNISH AND INSTALL EQUIPMENT NAMEPLATES IDENTIFYING UNIT NUMBER AND AREA SERVICED BY UNIT. PIPING SYSTEMS SHALL HAVE SNAP-ON PLASTIC PIPE MARKERS TO INDICATE SERVICE AND FLOW DIRECTION. E. INSTALL PIPING FREE OF SAGS AND BENDS TIGHT TO SLABS, TRUSSES, JOISTS, COLUMNS, WALLS, AND OTHER BUILDING COMPONENTS. ALLOW SUFFICIENT SPACE ABOVE REMOVABLE LAY-IN CEILINGS FOR PANEL REMOVAL. F. REFER TO DIVISION 9 SECTION "PAINTING" FOR FIELD PAINTING REQUIREMENTS. G. VALVES: 1. BALL VALVES, 2" AND SMALLER: RATED FOR 400 PSI WOG - TWO PIECE CONSTRUCTION WITH TEFLON SEATS AND SEALS. VALVES SHALL BE NIBCO MODEL S-580-BR OR APPROVED EQUAL. PLUMBING PIPING - 154100A. GENERAL1. FURNISH AND INSTALL PLUMBING PIPING AS SHOWN ON DWGS. 2. FURNISH AND INSTALL WATER METER (IF REQUIRED) IN COMPLIANCE WITH THE LOCAL WATER UTILITY COMPANY'S STANDARDS. B. SUMMARY1. THIS SECTION INCLUDES PLUMBING PIPING SYSTEMS AS SHOWN ON DWGS. AND CONNECTING INTO SYSTEMS AS REQUIRED. SYSTEMS INCLUDE THE FOLLOWING:a. POTABLE WATER DISTRIBUTION, INCLUDING COLD AND HOT WATER SUPPLY. b. DRAINAGE AND VENT SYSTEMS, INCLUDING SANITARY AND STORM.C. DOMESTIC WATER PIPING SYSTEMS 1. ALL ABOVE-GROUND PIPING SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS.2. SWEAT COPPER JOINTS WITH 95/5 TIN-ANTIMONY SOLDER FOR ABOVE GROUND PIPING.3. ALTERNATE: PEX PIPING AND FITTINGS. D. SOIL, WASTE, AND VENT PIPING 1. PIPE AND FITTINGSa. ABS (ASTM D266) OR PVC (ASTM D2665) PLASTIC PIPE & FITTINGS. PROVIDE APPROVED CLEANER & GLUE FOR ABS OR PVC FITTINGS. UNDERGROUND ABS OR PVC PIPING SHALL BE INSTALLED PER ASTM D 2321.2. b. VENT PIPING SHALL BE TYPE "L" HARD COPPER WITH WROUGHT COPPER FITTINGS OR STEEL PIPING WITH NO HUB CONNECTIONS WHERE RETURN AIR PLENUM IS UTILIZED.PLUMBING FIXTURES - 154400A. GENERAL 1. PROVIDE PLUMBING FIXTURES AND TRIM, FITTINGS, OTHER COMPONENTS AND SUPPORTS AS SPECIFIED ON THE DRAWINGS IN THE PLUMBING FIXTURE SCHEDULE. 2. FAUCETS: UNLESS OTHERWISE SPECIFIED, PROVIDE FAUCETS THAT ARE CAST BRASS WITH POLISHED CHROME-PLATED FINISH. 3. FURNISH WALL CARRIERS FOR THE FOLLOWING FIXTURES: a. WALL HUNG LAVATORY B. FIELD QUALITY CONTROL 1. INSPECT EACH INSTALLED FIXTURE FOR DAMAGE. REPLACE DAMAGED FIXTURES AND COMPONENTS. C. ADJUSTING AND CLEANING1. OPERATE AND ADJUST FAUCETS AND CONTROLS. REPLACE DAMAGED AND MALFUNCTIONING FIXTURES, FITTINGS, AND CONTROLS. 2. ADJUST WATER PRESSURE AT FAUCETS, AND FLUSHOMETERS HAVING CONTROLS, TO PROVIDE PROPER FLOW AND STREAM. 3. REPLACE WASHERS OF LEAKING AND DRIPPING FAUCETS AND STOPS. 4. CLEAN FIXTURES, FITTINGS, AND SPOUT AND DRAIN STRAINERS WITH MANUFACTURERS' RECOMMENDED CLEANING METHODS AND MATERIALS.D. PROTECTION1. PROVIDE PROTECTIVE COVERING FOR INSTALLED FIXTURES AND FITTINGS.2. DO NOT ALLOW USE OF FIXTURES AS TEMPORARY FACILITIES, EXCEPT WHEN APPROVED IN WRITING BY JO-ANN STORES, INC.3. PROVIDE WHITE CAULK AS REQUIRED, SEE SECTION 079200.PLUMBING EQUIPMENT - 154600A. ELECTRIC DOMESTIC WATER HEATER: PROVIDE COMMERCIAL ELECTRIC WATER HEATERS OF SIZE, CAPACITY AND ELECTRICAL CHARACTERISTICS AS SCHEDULED ON THE DRAWINGS. COMPLY WITH ANSI/ASHRAE/IES 90A FOR ENERGY EFFICIENCY. PROVIDE UL LISTING, AND NSF APPROVAL. 1. TANK: HEAVY-GAUGE STEEL TANK; WORKING PRESSURE OF 150 PSIG; ACCESS PANEL; GLASS LINING FUSED TO THE TANK. 2. JACKET: INSULATE TANK WITH CFC-FREE POLYURETHANE CLOSED CELL FOAM OR FIBERGLASS INSULATION. PROVIDE OUTER STEEL JACKET WITH BAKED ENAMEL FINISH OVER BONDED UNDERCOATING. 3. HEAVY-DUTY, MEDIUM WATT DENSITY, WITH INCOLOY SHEATH, THERMOSTAT STEPPED THROUGH MAGNETIC CONTACTORS. 4. CONTROLS: ADJUSTABLE IMMERSION THERMOSTAT; POWER CIRCUIT FUSING; PILOT LIGHT AND SWITCH CONTROLLING CONTROL CIRCUIT. 5. SAFETY CONTROLS: DOUBLE POLE, MANUAL RESET, HIGH LIMIT; PROBE TYPE ELECTRIC LOW WATER CUTOFF; BOTH FACTORY WIRED. 6. ACCESSORIES: PROVIDE FACTORY-INSTALLED DIELECTRIC NIPPLES; TOP- OR SIDE-MOUNTED PRESSURE AND TEMPERATURE RELIEF VALVE (3/4 INCH, ASME RATED TO DISCHARGE AT 210°F/125 PSIG); BRASS DRAIN VALVE; STEEL LEGS; RADIANT FLOOR SHIELD; ALUMINUM DRAIN PAN (SIZED A MINIMUM OF 4 INCHES GREATER IN DIAMETER THAT THE TANK). 7. WARRANTY: FURNISH SIX YEAR LIMITED WARRANTY FOR TANK LEAKAGE. 8. MANUFACTURERS: LOCHINVAR, A.O. SMITH, RHEEM/RUUD OR STATE. B. EXPANSION TANK: 1. PROVIDE THERMAL EXPANSION TANK OF THE SIZE AND CAPACITY AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE HIGH-STRENGTH DEEP DRAWN STEEL TANK; SEPARATE, SEALED-IN RIGID POLYPROPYLENE LINER; HEAVY-DUTY BUTYL DIAPHRAGM BARRIER; ADJUSTABLE, FACTORY-CHARGED, SEALED AIR CUSHION; NST THREADED CONNECTION; AIR CHARGING VALVE WITH PROTECTIVE CAP. UNIT SHALL BE SUITABLE FOR POTABLE WATER USAGE. 2. MANUFACTURERS: AMTROL, WATTS OR TACO.NATURAL GAS SYSTEMS - 154900A. GENERAL 1. FURNISH AND INSTALL GAS PIPING AS SHOWN ON DRAWINGS, AND IN COMPLIANCE WITH NFPA 54. 2. PURCHASE GAS METER (IF REQUIRED) PER GAS COMPANY'S STANDARDS. LOCATE AS SHOWN ON DWGS. B. PRODUCTS 1. PIPING SHALL BE ASTM A53, SCHEDULE 40 BLACK STEEL PIPE. PROVIDE THREADED PIPE FOR 2" AND UNDER PIPING, PROVIDE PLAIN END PIPE FOR 2-1/2" AND OVER PIPING. 2. FITTINGS SHALL BE 150# MALLEABLE IRON FOR 2" AND UNDER. FITTINGS SHALL BE ASTM A-234 BUTT WELD FOR 2-1/2" AND OVER. 3. USE AN APPROVED PIPE DOPE AT CONNECTIONS. 4. PROVIDE A DRIP LEG, GAS COCK, AND UNION WITHIN 72 INCHES OF EACH CONNECTION TO EQUIPMENT. 5. ROOF PIPE SUPPORTS SEE DRAWING P102. SPACED MAXIMUM 10'-0" ON CENTER.C. VALVES - SEE SECTION 15050 D. QUALITY ASSURANCE1. COMPLY WITH NFPA 54 "NATIONAL FUEL GAS CODE" FOR GAS PIPING MATERIALS AND COMPONENTS, INSTALLATIONS, AND INSPECTION TESTING AND PURGING. 2. LISTING AND LABELING: PROVIDE EQUIPMENT AND ACCESSORIES THAT ARE LISTED AND LABELED. E. FIELD QUALITY CONTROL1. INSPECT, LEAK TEST, AND PURGE NATURAL GAS SYSTEMS ACCORDING TO LOCAL GAS COMPANY STANDARDS. 2. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS, AND RETEST SYSTEM UNTIL SATISFACTORY RESULTS ARE OBTAINED. 3. REPORT TEST RESULTS PROMPTLY AND IN WRITING TO THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION. 4. VERIFY CAPACITIES AND PRESSURE RATINGS OF GAS METERS, REGULATORS, VALVES, AND SPECIALTIES. 5. VERIFY CORRECT PRESSURE SETTINGS FOR PRESSURE REGULATORS. 6. VERIFY THAT SPECIFIED PIPING TESTS ARE COMPLETE. 7. INSTALL SHUT-OFF VALVE, UPSTREAM FROM GAS METER, OUTSIDE BUILDING AT GAS SERVICE ENTRANCE.ROOFTOP HEATING AND COOLING UNITS - 156000A. GENERAL 1. INSTALL ROOFTOP HEATING AND COOLING UNITS AS SCHEDULED ON THE DRAWINGS. UNITS SHALL BE RATED BY ARI STANDARD 240 FOR CAPACITY AND ARI STANDARD 270 FOR SOUND. UNITS SHALL BE DESIGNED, MANUFACTURED AND TESTED IN ACCORDANCE WITH UL REQUIREMENTS AND HAVE THE UL LABEL. UNITS SHALL CARRY A 5-YEAR WARRANTY ON COMPRESSORS, A 10-YEAR WARRANTY ON HEAT EXCHANGERS, AND A 1-YEAR WARRANTY ON ALL OTHER PARTS. B. PRODUCTS 1. UNITS SHALL BE COMPLETELY FACTORY ASSEMBLED AND TESTED. UNITS SHALL INCLUDE THE FOLLOWING: CONDENSER FANS, COILS AND MOTOR, INTERCONNECTING WIRING AND CONTROL PANEL, FILTER SECTION, COMPRESSORS AND COMPLETE REFRIGERATION SYSTEM, CENTRIFUGAL EVAPORATOR FAN AND MOTOR, GAS-FIRED FURNACE SECTION, AND AUTOMATIC CONTROLS AS SCHEDULED ON DRAWINGS. 2. FIELD INSTALLED ACCESSORIES INCLUDE SINGLE INPUT ECONOMIZER, MOTORIZED OUTSIDE AIR DAMPER, ROOF CURB, AND ANTI-RECYCLE TIMER. C. EXECUTION 1. INSTALL UNITS ON ROOF CURBS WITH 3/4" X 1-3/4" WIDE GASKETING MATERIAL SUPPLIED BY UNIT MANUFACTURER.JOB NO.:SUITE 5550479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37204P. 615.244.8170F. 615.244.8141www.mjmarch.com45 Hinesburg Rd,South Burlington, VT 05403MJM #21398SP106MECHANICALSPECIFICATIONSBGR27707PERMITISSUE04/22/2022REV DATE JOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STJOB NO.:SUITE 5268479-636-5004ROGERS, AR 72756DESIGNED BY: 1805 N 2ND STS H E E TR E V I S I O N SD A T E L O C A T I O NO W N E RC O N S U L T A N TS E A L A R C H I T E C TMJM ARCHITECTS2948 SIDCO DRIVENASHVILLE, TN 37210P. 615.244.8170F. 615.244.8141www.mjmarch.comThis drawing and the design shown is the property of the architect. The reproduction, copying, or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.JO-ANN FABRICSAND CRAFTSFIRM #AA-000321545 Hinesburg Rd,South Burlington, VT 05403PERMITISSUE04/22/2022MJM #21398SP107ELECTRICALSPECIFICATIONS27707LWDELECTRICAL REQUIREMENTS - 1601001. UTILITY NOTESA. JO-ANN FABRICS AND CRAFTS SHALL HAVE ONE METER FOR EACH UTILITY: GAS (IF APPLICABLE), ELECTRIC AND WATER.B. CONTRACTOR SHALL COMBINE AND/OR PROVIDE METERS FOR EACH UTILITY AS REQUIRED. COORDINATE REMOVAL OF EXISTING METER (IF APPLICABLE) WITH RESPECTIVE UTILITY COMPANY.C. CONTRACTOR SHALL RETURN DISCONNECTED METER(S) TO RESPECTIVE UTILITY COMPANY.D. CONTRACTOR SHALL VERIFY METER NUMBERS AND PROVIDE TO JO-ANN ON CONSTRUCTION STATUS REPORT.E. ELECTRICAL SERVICE SHALL BE MINIMUM 600 AMPS, 480Y/277V 3ø 4W.2. POWER AND LIGHTINGA. CONTRACTOR SHALL DESIGN AND INSTALL THE POWER AND LIGHTING SYSTEM IN THE SPACE TO BE OCCUPIED WITH THE FOLLOWING MINIMUM REQUIREMENTS:a. PROVIDE WIRE SIZES SUCH THAT VOLTAGE DROP BETWEEN NEUTRAL AND GROUND CANNOT EXCEED 1 VOLT. WIRE CIRCUITS TO J-BOXES AT CEILING AND INSTALL TELE/POWER POLES AND MAKE ALL RELOC CONNECTIONS TO J-BOX AND STORE FIXTURES. COORDINATE WITH FIXTURE INSTALLER.b. PROVIDE JUNCTION BOXES BEHIND STOREFRONT SIGN AND ANY ADDITIONAL SIGNS INDICATED, WITH (2) 20 AMP CIRCUITS MAXIMUM EACH SIGN (VERIFY WITH J.A.S. INC. PRIOR TO INSTALLATION). WIRE THROUGH LIGHTING RELAY PANEL FOR JO-ANN FABRICS AND CRAFTS SIGN(S). RUN ALL CONDUIT AND WIRING ABOVE CEILING AS REQUIRED. INSTALL SIGN DISCONNECT PER NEC.c. ONE WEATHERPROOF, LOCKABLE RECEPTACLE SHALL BE PLACED ON EXTERIOR FRONT FACADE.d. PROVIDE ELECTRICAL OUTLETS AS NOTED ON PLAN. RUN CONDUIT AND WIRING ABOVE CEILING AND IN COLUMNS. WIRE AS REQUIRED. FACE OF OUTLETS SHALL BE FLUSH WITH DRYWALL SURFACE. THE CENTER OF OUTLETS SHOULD BE PLACED AT 18" AFF UNLESS OTHERWISE NOTED ON PLAN.e. PROVIDE PUSH-BUTTON AT THE REAR SERVICE MAIN DOOR AND THE VESTIBULE DOOR. WIRE TO TRANSFORMER AND BUZZER/CHIME IN STOCKROOM, OFFICE HALL, AND SALES AREA (ON A CENTRALLY LOCATED COLUMN). VESTIBULE PUSHBUTTON TO SOUND BUZZER IN SALES AREA AND BACK CORRIDOR. STOCK ROOM PUSHBUTTON TO SOUND BELL IN STOCK ROOM AND SALES AREA. THESE SHALL BE ORDERED THRU JO-ANN'S NATIONAL ACCOUNT VENDOR.• PUSH BUTTONSMANUFACTURER:EDWARDSMODEL:852 LOW VOLTAGE PUSH BUTTONFINISH:SATIN CHROME• BUZZERMANUFACTURER:EDWARDSMODEL:B8699-G5VOLTAGE:24V/0.25 AMPS• BELLMANUFACTURER: EDWARDSMODEL:340-4G5VOLTAGE:24V/0.30 AMPS• SIGNALING TRANSFORMERMANUFACTURER:EDWARDSMODEL:592VOLTAGE:120Vf. JO-ANN NATIONAL ACCOUNT VENDOR SHALL PROVIDE CONTROL WIRING FROM EMS TO LIGHTING CONTROL INPUT POINTS.g. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTS AS REQUIRED BY CODE.h. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS. ANY ADDITIONAL INFORMATION REQUIRED BY THE PERMITTING AGENCIES SHALL BE THE RESPONSIBILITY OF THE LANDLORD'S ARCHITECT/ENGINEER.i. NEW ROOFTOP UNITS ARE FURNISHED WITH AN INTEGRAL DISCONNECT SWITCH AND UNPOWERED GFCI CONVENIENCE OUTLET. PROVIDE ALL CONDUIT AND WIRE REQUIRED AT EACH ROOFTOP HVAC UNIT.j. ALL MAGNETIC DOOR DETECTORS AND ASSOCIATED WIRING WILL BE FURNISHED AND INSTALLED BY THE NATIONAL ACCOUNT VENDOR.k. ALL LIGHTING, SWITCHGEAR, SERVICE EQUIPMENT, TRANSFORMERS, TELE/POWER POLES INCLUDING RELOC CIRCUIT EXTENDERS, BREAKER PANELS INCLUDING CIRCUIT BREAKERS SHALL BE PURCHASED THROUGH NATIONAL ACCOUNT VENDOR. ALL EQUIPMENT SHALL BE INSTALLED BY THE CONTRACTOR.3. SIGNAGEA. NEW SIGNAGE TO CONFORM TO BUILDING AND LOCAL CODES. SIGN DRAWINGS SHALL BE SUBMITTED TO LANDLORD BY JO-ANN FABRICS AND CRAFTS SIGN CO.WIRING METHODS - 1610001. SUMMARYA. SECTIONS INCLUDE:a. BASIC MATERIALS AND METHODSb. CONDUITSc. BUILDING WIRES AND CABLESd. WIRE CONNECTIONS AND DEVICESe. BOXESf. WIRING DEVICESB. RELATED DOCUMENTS:a. THE AGREEMENT DOCUMENTS AS DEFINED IN THE GENERAL CONDITIONS, APPLY TO THE WORK OF THIS SECTION. ADDITIONAL REQUIREMENTS AND INFORMATION NECESSARY TO COMPLETE THE WORK OF THIS SECTION MAY BE FOUND IN OTHER DOCUMENTS.• THE AGREEMENT DOCUMENTS ATTACHED HERETO REPRESENT PORTIONS OF THE PROJECT, WHICH HAVE BEEN IDENTIFIED BY THE OTHER'S REPRESENTATIVE FOR THE PURPOSE OF DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE.• THE LIMITS OF EACH SEPARATE PORTION ARE DETERMINED BY AND ARE THE RESPONSIBILITY OF THE CONTRACTOR WHO WILL PROVIDE DIRECTION, COORDINATION, AND RESOLUTION OF DISPUTES BETWEEN SEPARATE CONTRACTORS, SUBCONTRACTORS, AND TRADES IN ORDER TO INTEGRATE THE SEPARATE PARTS INTO THE TOTAL CONSTRUCTION OF THE PROJECT.C. RELATED SECTIONS:a. MOTORS AND MOTOR CONTROLS WILL BE FURNISHED AND INSTALLED UNDER SEPARATE SECTIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS.2. SEQUENCING AND SCHEDULINGA. MAKE FINAL ELECTRICAL CONNECTIONS OF BUILDING SIGNAGE FURNISHED AND INSTALLED BY OTHERS IN ACCORDANCE WITH ALL APPLICABLE CODESB. MAKE FINAL ELECTRICAL CONNECTIONS TO NEW AND RELOCATED EQUIPMENT.C. MAKE FINAL ELECTRICAL UTILITY CONNECTION TO MEET DATE REQUIRED.D. BRANCH AND HOME RUN CIRCUITS ARE INDICATED AS 2, 3, 4, OR 5 WIRE CIRCUITS UNLESS OTHERWISE NOTED. NO TWO UNGROUNDED CONDUCTORS WILL BE CONNECTED TO THE SAME CIRCUIT BREAKER/ FUSED SWITCH IN ANY PANEL. CIRCUIT RUNS CONSIST OF A MAXIMUM OF FIVE (5) CONDUCTORS; I.E. 3 PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, AND 1 EQUIPMENT GROUND CONDUCTOR, UNLESS OTHERWISE NOTED. NO RE-GROUPING OF ADDITIONAL BRANCH CIRCUIT CONDUCTORS IS ALLOWED. NO SPLICING OF BRANCH CIRCUIT CONDUCTORS IN ANY PANELS, SAFETY SWITCHES, OR NON-AUTOMATIC CIRCUIT BREAKERS IS ALLOWED.E. ANY NEW PIECE OF EQUIPMENT, SWITCH, DEVICE, ETC., SHOWN MOUNTED ON AND/OR ADJACENT TO ANY EQUIPMENT WHICH IF INSTALLED, WOULD IMPAIR THE PROPER OPERATION OF THAT EQUIPMENT, WILL BE REMOVED AND RELOCATED BY THE CONTRACTOR AS REQUIRED IN ORDER THAT EQUIPMENT WILL FUNCTION PROPERLY.3. SYSTEM DESCRIPTIONA. CODES, PERMITS, AND FEESa. THIS ELECTRICAL INSTALLATION SHALL COMPLY WITH:• ALL LAWS APPLICABLE TO THE ELECTRICAL INSTALLATION WHICH ARE ENFORCED BY LOCAL AUTHORITIES.• THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, UNLESS AUTHORITY HAVING JURISDICTION STATES OTHERWISE.• THE REGULATIONS OF THE SERVICING ELECTRICAL UTILITY COMPANY.b. OWNER WILL REIMBURSE FOR PERMIT AND PRIVILEGE FEES ASSOCIATED WITH THE PRIVILEGE OF TAPPING UTILITY.c. OWNER WILL NOT REIMBURSE FOR FEES CHARGED BY A UTILITY OR OTHER AGENCY FOR PERFORMING THE PHYSICAL TAP OF A UTILITY.d. OWNER WILL NOT REIMBURSE FOR ANY FEE CHARGED BY A UTILITY OR OTHER AGENCY FOR THE PRIVILEGE OF PURCHASING A METER.4. PROJECT CONDITIONSA. WIRE, CABLE, AND CONDUIT ROUTING IS SHOWN ON DRAWINGS IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. DETERMINE EXACT ROUTING AND LENGTHS REQUIRED. DETERMINE CABLE ROUTING TO AVOID INTERFERENCE WITH OTHER WORK. ROUTE PARALLEL AND PERPENDICULAR TO BUILDING CONSTRUCTION FOR COMPLETE WIRING SYSTEM REGARDLESS WHETHER EXPOSED OR CONCEALED.5. PRODUCTSA. IDENTIFICATION OF EQUIPMENTa. WHEN NOT EXISTING, FURNISH LAMINATED PLASTIC NAME PLATES WITH 3/4 INCH MINIMUM CONTRASTING-COLOR ENGRAVED LETTERS FOR EACH MAIN DISTRIBUTION PANEL, PANELBOARD, SAFETY SWITCH, CONTACTOR, TIME SWITCH, AND PUSH BUTTON. THE NAMEPLATES SHALL BE BOLTED OR POP-RIVETED TO EQUIPMENT AND SHALL CLEARLY IDENTIFY THE EQUIPMENT OR EQUIPMENT SERVED, AS NOTED ON DRAWINGS.B. CONDUIT RACEWAYSa. SIZE ALL CONDUITS IN ACCORDANCE WITH THE NEC, BUT IN NO CASE LESS THAN THE FOLLOWING:• DATA WIRING AND TELEPHONE SYSTEMS: 1 INCH MINIMUM, UNLESS OTHERWISE NOTED.• FLEXIBLE METAL CONDUIT NOT EXCEEDING 72 INCHES FOR CONNECTION OF LIGHT FIXTURES RECESSED IN SUSPENDED CEILINGS: 1/2 INCH MINIMUM.• OTHER USES: 3/4 INCH MINIMUM.b. CONDUIT TYPES PERMITTED (MUST BEAR THE UL LABEL):• GALVANIZED RIGID METAL CONDUIT (GRC), UL 6.• ALUMINUM RIGID METAL CONDUIT, ANSI C80.5.• INTERMEDIATE METAL CONDUIT (IMC), UL 1242.• ELECTRICAL METALLIC TUBING (EMT), ANSI C80.3.• PVC RIGID NONMETALLIC CONDUIT (PVC): SCHEDULE 40, NEMA TC 2.• FLEXIBLE METAL CONDUIT: GREENFIELD, WHERE ALLOWED BY LOCAL AUTHORITY.• LIQUIDTIGHT FLEXIBLE METAL CONDUIT: SEAL-TITE, WITH PVC JACKET.c. CONDUIT REQUIREMENTS:• BELOW GRADE AND IN SLAB: PVC SCHEDULE 40.• ABOVE GRADE INDOORS: EMT OR MC CABLE IF ALLOWED BY LOCAL AUTHORITY.• OUTDOORS: GRC AS REQUIRED BY LOCAL AUTHORITY.• INSIDE WALK-INS: RIGID ALUMINUM CONDUIT.C. WIRES AND CABLESa. WIRE AND CABLE AS INDICATED AND REQUIRED BY THE DRAWINGS SHALL BEAR THE UL LABEL AND STAMPING INDICATING WIRE SIZE, TYPE, VOLTAGE, AND GRADE, AND SHALL MEET THE STANDARD SPECIFICATIONS AND TEST ESTABLISHED FOR SUCH MATERIALS AND CONSTRUCTION BY ASTM, NEMA, ANSI, AND IPCEA WHERE APPLICABLE.b. CONDUCTORS SIZED #12 AWG AND LARGER SHALL BE STRANDED. CONDUCTORS SIZED #14 AWG AND SMALLER SHALL BE SOLID.c. COMPLY WITH THE FOLLOWING COLOR WIRE AND CABLE CODE:120/208 SYSTEM480/277 SYSTEMPHASE A -BLACKPHASE A -BROWNPHASE B -REDPHASE B -ORANGEPHASE C -BLUEPHASE C -YELLOWNEUTRAL -WHITENEUTRAL -GREYEQUIPMENT GROUND -GREENEQUIPMENT GROUND -GREENINSTALL IDENTIFICATION TAGS ON EACH CONDUCTOR ENTERING PANEL, SWITCH, JUNCTION BOX, AND PULL BOX TO IDENTIFY CONDUCTOR.d. #12 AND #10 CONDUCTORS SHALL HAVE CONTINUOUS INSULATION COLOR, AS LISTED ABOVE.e. COLOR CODE CONDUCTORS LARGER THAN ABOVE, WHICH DO NOT HAVE CONTINUOUS INSULATION COLOR BY APPLICATION OF AT LEAST TWO LAPS OF COLORED TAPE ON EACH CONDUCTOR AT ALL POINTS OF ACCESS INCLUDING JUNCTION BOXES. COLOR TAPE SHALL BE THE EQUAL OF 3M PRODUCTS, SCOTCH #35.f. CONDUCTORS SHALL BE SOFT ANNEALED COPPER INSULATED FOR 600 VOLTS UNLESS SPECIFICALLY INDICATED OTHERWISE. ALUMINUM CONDUCTORS ARE PERMITTED FOR ONLY THE INCOMING SERVICE FEEDER. CONDUCTOR SIZE SHALL BE ADJUSTED AS REQUIRED PER NEC TABLES TO ENSURE EQUIVALENT AMPACITY TO THE SPECIFIED COPPER CONDUCTORS.g. USE THE FOLLOWING WIRES AND INSULATION MATERIALS FOR THE APPLICATIONS LISTED BELOW.• FEEDERS: TYPE THHN/THWN, IN RACEWAY.• BRANCH CIRCUITS: TYPE THHN/THWN, IN RACEWAY.• BRANCH CIRCUITS FOR DROPS IN STUD WALLS ONLY: TYPE MC CABLE, 75°C INSULATION.TYPE THHN SHALL NOT BE USED IN WET OR DAMP LOCATIONS.h. PROVIDE WIRE AND RACEWAY SYSTEMS AS DESCRIBED HEREIN AND AS INDICATED ON THE DRAWINGS. ARMORED CABLE (AC) AND NON-METALLIC SHEATHED CABLE (NMC) SHALL NOT BE PERMITTED.i. NO WIRE SHALL BE SMALLER THAN #12 AWG, UNLESS OTHERWISE NOTED, EXCEPT THAT WIRING FOR SIGNAL AND PILOT CONTROL CIRCUITS MAY BE #14 AWG, UNLESS OTHERWISE NOTED.j. ALL NEUTRALS SHALL BE DEDICATED. SHARING OF NEUTRALS IS NOT PERMITTED.D. WIRES CONNECTIONS AND DEVICESa. RUN CONDUCTORS WITHOUT SPLICES FROM OUTLET TO OUTLET, EXCEPT WITHIN JUNCTION BOXES. MAKE SPLICES IN #8 AWG AND SMALLER WIRE WITH INSULATED IDEAL "WINGNUT", 3M "SCOTCHLOK", OR APPROVED SUBSTITUTE CONNECTORS OF PROPER SIZE. 3M No. 567 IN-LINE SELF-STRIPPING CONNECTORS MAY BE USED FOR BALLAST LEAD CONNECTIONS IN FLUORESCENT LIGHT ROWS ONLY. MAKE SPLICES IN #6 AWG AND LARGER WIRE WITH APPROVED COMPRESSION CONNECTORS. IF ANY OTHER TYPE OF CONNECTION IS PROPOSED FOR USE ON ANY SIZE CONDUCTOR, SUBMIT FOR APPROVAL PRIOR TO USE.E. OUTLET BOXES AND CONDUIT FITTINGSa. OUTLET BOXES• SHEET METAL OUTLET BOXES: NEMA OS 1, HOT-DIP GALVANIZED, 4 INCH MINIMUM SQUARE -2 1/8 INCH DEEP, UNLESS OTHERWISE REQUIRED. BOXES FOR OUTLETS INSTALLED FLUSH IN DRYWALL CONSTRUCTION MAY BE SINGLE OR MULTIPLE GANGS AS REQUIRED. BOXES SHALL COMPLY WITH NFPA 70 (NATIONAL ELECTRICAL CODE) REGARDING MAXIMUM ALLOWABLE NUMBER OF CONDUCTORS. SINGLE GANG "HANDY BOXES" (2-1/8" x 4" x 1-1/2") ARE ALLOWED WHERE APPLICABLE.• CAST BOXES: NEMA FB 1, TYPE FD, ALUMINUM. PROVIDE GASKETED COVER BY BOX MANUFACTURER.b. OUTLET BOXES INTENDED TO SUPPORT LIGHT FIXTURES SHALL BE APPROVED FOR THE PURPOSE.c. CONDUIT CONNECTORS:• ALL FITTINGS INSTALLED FOR RIGID METAL CONDUITS SHALL BE THREADED TYPE UNLESS NOTED OTHERWISE.• STEEL: APPLETON TW AND TWC SERIES; O.Z./GEDNEY 6000S AND 7000S SERIES; ETP 2200 SERIES. DIE CAST WILL NOT BE APPROVED.• INDOOR EMT FITTINGS SHALL BE STEEL COMPRESSION TYPE.• OUTDOOR GRC OR IMC BOX CONNECTIONS SHALL BE MADE WITH MEYERS SEAL-TITE HUBS.• THREADLESS GRC OR IMC FITTINGS SHALL NOT BE USED. INDOOR GRC OR IMC CONNECTIONS SHALL BE MADE WITH DOUBLE LOCKNUTS AND BUSHINGS. PROVIDE INSULATED BUSHINGS FOR DATA CONDUITS.• PVC FITTINGS OF THE SOLVENT WELD TYPE SHALL BE USED FOR PVC CONDUIT.d. SEAL-OFF FITTINGS• INSTALL SEAL-OFF FITTINGS WHERE REQUIRED BY CODE OR SHOWN ON THE DRAWINGS. USE CROUSE-HINDS EQUAL IN O.Z. GEDNEY OR APPLETON. INSTALL ALL SEALS USING "CHICO X" FIBER AND "CHICO A" SEALING COMPOUND PRIOR TO FINAL COMPLETION ON THE JOB.F. WIRING DEVICESa. SWITCHES• SINGLE POLE SWITCH: WHITE• DOUBLE POLE SWITCH/THREE WAY SWITCH/FOUR WAY SWITCH: WHITEb. RECEPTACLES• DUPLEX CONVENIENCE RECEPTACLE: WHITE• GFCI RECEPTACLE (SIDE WIRED FEED-THRU): WHITE• DUPLEX RECEPTACLE: (ORANGE, 120V, FOR POS AND COMPUTER OUTLETS ONLY)c. COVER PLATES• COVER PLATE: WHITE• WIRING DEVICES AND PLATES AS MANUFACTURED BY LEVITON, P&S (LEGRAND), HUBBELL ARE ACCEPTABLE UNLESS OTHERWISE DESIGNATED.• WEATHERPROOF LOCATIONS: SPECIFICATION GRADE UL LISTED WEATHERPROOF WHILE IN USE COVER.6. SUPPORTING DEVICESA. ELECTRICAL EQUIPMENT SUPPORTS: SUPPORT ELECTRICAL EQUIPMENT WITH UNISTRUT CHANNEL, MINERALLAC PIPE HANGERS, OR IN ANOTHER APPROVED MANNER WHERE DETAILS ARE NOT INDICATED.B. SLEEVES: SHEET METAL SLEEVES SHALL NOT BE USED. CAULK PENETRATIONS THROUGH OUTSIDE WALLS ABOVE GRADE WITH SEALANT AS SPECIFIED UNDER JOINT SEALANT SECTION OF THESE SPECIFICATIONS.C. CONDUIT SUPPORTS: HANGERS SHALL BE UNISTRUT SERIES P3000 OR P3300, OR B-LINE TYPE U-CHANNELS AND ACCESSORIES DEPENDING ON THE LOAD AND SPAN INVOLVED. CADDY CLIPS SHALL BE USED ONLY FOR DROP CEILING T-GRID CONSTRUCTION AS REQUIRED. DO NOT SUPPORT CONDUIT FROM CEILING SUSPENSION SYSTEM.D. ANCHORS, BOLTS, AND SCREWS: FASTEN CONDUIT STRAPS, DISCONNECT SWITCHES, PANELBOARDS, AND OTHER EQUIPMENT SECURED TO WALLS AND SLABS WITH CADMIUM PLATED SCREWS OR BOLTS, AND ACKERMAN-JOHNSON LEAD CINCH ANCHORS, EXPANSION BOLTS OR APPROVED SUBSTITUTE ANCHORS OF AN APPROVED MANUFACTURER AND FITTED IN HOLES DRILLED WITH THE PROPER SIZE MASONRY DRILL. WOOD PLUGS WILL NOT BE ACCEPTED AND ANCHORS SHALL BE PROPERLY SIZED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR THE LOAD TO BE SUPPORTED.7. EXECUTIONA. INSTALLATIONa. INSTALL SPECIFIED MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS INDICATED ON DRAWINGS.b. EXISTING ELECTRICAL LINES: IF ANY EXISTING POWER, TELEPHONE, OR OTHER ELECTRICAL LINES AND APPURTENANCES ARE ENCOUNTERED WHICH INTERFERE WITH THE PROPER INSTALLATION OF NEW WORK AND WHICH WILL NOT BE USED IN CONNECTION WITH NEW WORK, CLOSE SUCH ITEMS IN PROPER MANNER AND, IF NECESSARY, MOVE OR REMOVE THE LINES AS INDICATED BY THE OWNER'S REPRESENTATIVE.c. CUTTING AND PATCHING: WHERE CUTTING IS REQUIRED THROUGH WALLS, FLOORS, OR CEILINGS, MAKE OPENINGS LARGER THAN REQUIRED AND REPAIR AFFECTED SURFACES TO MATCH ADJACENT SURFACES.d. ELECTRICAL BOXES ARE SHOWN ON DRAWINGS IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED. ADJUST BOX LOCATION UP TO 10 FEET IF REQUIRED TO ACCOMMODATE INTENDED PURPOSE WITH NO ADDITIONAL COST TO CONTRACT.e. INSTALL BOXES TO PRESERVE FIRE RESISTANCE RATING OF PARTITIONS AND OTHER ELEMENTS, USING MATERIALS AND METHODS SPECIFIED.f. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF OUTLETS MOUNTED ABOVE COUNTERS, BENCHES, AND BACKSPLASHES.g. LOCATE OUTLET BOXES TO ALLOW LUMINAIRES POSITIONED AS SHOWN ON DRAWINGS.h. ALIGN ADJACENT WALL MOUNTED OUTLET BOXES FOR SWITCHES, THERMOSTATS, AND SIMILAR DEVICES.i. DO NOT INSTALL FLUSH MOUNTING BOXES BACK-TO-BACK IN WALLS.j. USE CAST OUTLET BOX WITH WEATHERPROOF WHILE IN USE COVER IN EXTERIOR LOCATIONS EXPOSED TO THE WEATHER AND ALL WET LOCATIONS.k. INSTALL KNOCKOUT CLOSURES IN UNUSED BOX OPENINGS.l. INSTALL SWITCHES WITH OFF POSITION DOWN.m. ALL PENETRATIONS BY ELECTRICAL RACEWAYS OR EQUIPMENT THROUGH ROOFS, CEILINGS, WALLS, OR FLOORS SHALL BE SEALED AND MADE PERMANENTLY WATER TIGHT.• PENETRATIONS IN NON-FIRE RATED CEILINGS, WALLS, OR FLOORS SHALL BE SEALED WITH MATERIAL IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 079200.n. ACCESS TO EQUIPMENT: LOCATE ALL CONTROL DEVICES, SPECIALTIES, PULL BOXES, ETC., SO AS TO PROVIDE FOR EASY ACCESS FOR OPERATION, REPAIR, AND MAINTENANCE AND, IF CONCEALED, FURNISH AND INSTALL ACCESS DOORS.o. PAINTING: TOUCH-UP ITEMS OF EQUIPMENT WHOSE FACTORY FINISH HAS BEEN MARRED OR DAMAGED DURING INSTALLATION, RESTORING IT TO ITS ORIGINAL APPEARANCE.8. CONDUITA. INSTALLATIONa. INSTALL WIRING IN CONDUIT, UNLESS OTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATIONS.b. INSTALL CONDUITS CONCEALED, EXCEPT IN UNFINISHED AREAS AND WHERE INDICATED ON THE DRAWINGS.c. SECURELY SUPPORT CONDUIT AND PIPING BY MEANS OF APPROVED HANGERS. SUPPORT SPACING SHALL BE IN ACCORDANCE WITH THE NEC. MAKE NECESSARY PROVISIONS FOR EXPANSION OF CONDUIT AND SECURELY ANCHOR CONDUIT WHERE NECESSARY TO PROPERLY DISTRIBUTE STRESSES.d. FLEXIBLE METAL CONDUIT: SUPPORT EVERY 4 FEET 6 INCHES AND WITHIN 12 INCHES OF TERMINATIONS, WITH CADDY CLIPS OR APPROVED SUBSTITUTE.e. LIQUIDTIGHT FLEXIBLE METAL CONDUIT: SUPPORT EVERY 4 FEET 6 INCHES AND WITHIN 12 INCHES OF TERMINATIONS.f. KEEP OPENINGS IN CONDUITS CLOSED DURING THE PROGRESS OF THE WORK. SWAB CONDUITS CLEAN BEFORE PULLING WIRE.g. CLEAN PVC CONDUIT PER MANUFACTURER'S RECOMMENDATIONS BEFORE APPLICATION OF SOLVENT CEMENT.h. FURNISH AND INSTALL SUITABLE ROOF PENETRATIONS WHERE CONDUITS PENETRATE THE ROOF SEAL.i. USE 18 INCHES OF FLEXIBLE METEAL CONDUIT OR LIQUIDTIGHT FLEXIBLE METAL CONDUIT FOR FINAL CONNECTIONS TO HVAC EQUIPMENT, MOTORS, OR ANY EQUIPMENT WITH INHERENT VIBRATION.j. COORDINATE INSTALLATION OF CONDUIT IN MASONRY WORK.k. ROUTE ALL CONDUITS PARALLEL OR PERPENDICULAR TO BUILDING LINES, REGARDLESS WHETHER EXPOSED OR CONCEALED.l. ALLOW MINIMUM OF 6 INCHES CLEARANCE AT HEAT SOURCES.m. ALL ROOFTOP UNITS, MAKE-UP AIR HANDLERS (MAU), SUPPLY FANS (SF), AND CONDENSING UNITS SHALL BE SERVED THROUGH ROOF CURB, ELIMINATING ROOF PENETRATIONS. FOR MAU AND SF -PROVIDE ADDITIONAL 24 INCHES OF CABLE FOR MAINTENANCE.n. CEILING GRID WIRE HANGER SHALL NOT BE USED TO SUPPORT CONDUIT.o. PROVIDE SUITABLE NYLON PULL STRING OR POLYPROPYLENE STRING IN EMPTY CONDUIT EXCEPT SLEEVES AND NIPPLES.B. LOCATIONa. GALVANIZED RIGID METAL CONDUIT (GRC): PERMITTED FOR GENERAL EXPOSED OR CONCEALED WORK ABOVE OR BELOW GRADE OR IN SLABS POURED ON GRADE (WHERE SHOWN ON THE DRAWINGS).b. ALUMINUM RIGID METAL CONDUIT: PERMITTED FOR GENERAL EXPOSED OR CONCEALED WORK IF INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. NOT PERMITTED EMBEDDED IN CONCRETE OR DIRECTLY BELOW CONCRETE SLAB POURED ON GRADE.c. INTERMEDIATE METAL CONDUIT (IMC): PERMITTED FOR GENERAL EXPOSED OR CONCEALED WORK.d. ELECTRICAL METALLIC TUBING (EMT): PERMITTED FOR GENERAL EXPOSED OR CONCEALED WORK.e. PVC RIGID NONMETALLIC CONDUIT (PVC): PERMITTED FOR BELOW GRADE OR IN SLAB WHEN PERMITTED BY GOVERNING CODES.f. FLEXIBLE METAL CONDUIT (GREENFIELD): PERMITTED FOR CONCEALED WORK OR FOR CONNECTIONS TO EQUIPMENT IN DRY AREAS IF ACCEPTABLE WITH LOCAL AUTHORITY.g. LIQUIDTIGHT FLEXIBLE METAL CONDUIT: PERMITTED EXPOSED IN LENGTHS OF 6 FEET OR LESS FOR CONNECTIONS TO ROOFTOP UNITS AND CONDENSING UNITS, AND SIMILAR EQUIPMENT WHERE RIGID CONNECTIONS ARE NOT SUITABLE.9. CONSTRUCTIONA. INTERFACE WITH OTHER WORK:a. COORDINATE LOCATIONS OF OUTLET BOXES TO OBTAIN MOUNTING HEIGHTS INDICATED ON DRAWINGS.b. INSTALL WALL SWITCH TO CENTER LINE ABOVE FINISHED FLOOR AS FOLLOWS:• ALL LOCATIONS: 48 INCHES UNLESS NOTED.c. INSTALL CONVENIENCE RECEPTACLE 18 INCHES TO CENTER LINE ABOVE FINISHED FLOOR UNLESS NOTED.d. INSTALL SWITCHES WITHIN 4 INCHES OF DOOR FRAME (OR AS SPACE PROVIDES).10. OPENINGSA. MAKE FINAL CONNECTION OF MOTORS, STARTERS, DISCONNECTS, AND OTHER ITEMS FURNISHED AND INSTALLED UNDER OTHER SECTIONS.11. WIREA. MAKE CONDUCTOR SIZE AND LENGTH FOR PARALLEL FEEDERS IDENTICAL.B. LACE OR CLIP GROUPS OF FEEDER CONDUCTORS AT DISTRIBUTION CENTERS AND WIREWAYS.C. PROVIDE COPPER GROUNDING CONDUCTORS AND STRAPS.D. USE WIRE PULLING LUBRICANT FOR PULLING #4 AWG AND LARGER WIRE.E. INSTALL WIRE IN CONDUIT RUNS AFTER CONCRETE AND MASONRY WORK IS COMPLETE AND AFTER MOISTURE IS SWABBED FROM CONDUITS.F. MAKE SPLICES, TAPS, AND TERMINATIONS TO CARRY FULL AMPACITY OF CONDUCTORS.12. WIRING DEVICESA. OUTLETS OR DEVICES IMPROPERLY LOCATED OR INSTALLED SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. OUTLETS AND DEVICES SHALL BE SET PLUMB OR HORIZONTAL FLUSH OR SURFACE MOUNTED AS REQUIRED.B. BACK-TO-BACK MOUNTING OF RECEPTACLES, SWITCHES, AND OTHER WIRING DEVICES SHALL NOT BE PERMITTED.13. FIELD QUALITY CONTROLA. OPERATE EACH DEVICE WITH CIRCUIT ENERGIZED AND VERIFY PROPER OPERATION.B. INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE AND PROPER CONNECTION.C. TEST EACH GFCI RECEPTACLE DEVICE FOR PROPER OPERATION.D. VERIFY CONTINUITY OF EACH BRANCH CIRCUIT CONDUCTOR.LIGHTING - 1650001. GENERALA. SECTION INCLUDESa. INTERIOR LIGHTING FIXTURESb. CIRCUIT AND CONNECTION TO ILLUMINATED SIGNS ATTACHED TO BUILDING.B. RELATED DOCUMENTSa. THE CONTRACT DOCUMENTS, AS DEFINED IN THE GENERAL CONDITIONS, APPLY TO THE WORK OF THIS SECTION. ADDITIONAL REQUIREMENTS AND INFORMATION NECESSARY TO COMPLETE THE WORK OF THIS SECTION MAY BE FOUND IN OTHER DOCUMENTS.b. THE CONTRACT DOCUMENTS ATTACHED HERETO REPRESENT PORTIONS OF THE PROJECT, WHICH HAVE BEEN IDENTIFIED BY THE TENANT'S REPRESENTATIVE FOR THE PURPOSE OF DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE.c. THE LIMITS OF EACH SEPARATE PORTION ARE DETERMINED BY AND ARE THE RESPONSIBILITY OF THE CONTRACTOR WHO WILL PROVIDE DIRECTION, COORDINATION, AND RESOLUTION OF DISPUTES BETWEEN SEPARATE CONTRACTORS, SUBCONTRACTORS, AND TRADES IN ORDER TO INTEGRATE THE SEPARATE PARTS INTO THE TOTAL CONSTRUCTION OF THE PROJECT.C. QUALITY ASSURANCEa. FIXTURES AND THEIR ELECTRICAL COMPONENTS SHALL BEAR THE UL LABEL.2. PRODUCTSA. MANUFACTURERSa. FURNISHED BY JO-ANN STORES NATIONAL ACCOUNT VENDOR, AND INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR, AS INDICATED ON THE FIXTURE SCHEDULE INCLUDING LAMPS.B. LIGHTING FIXTURESa. LIGHTING FIXTURES ARE SCHEDULED ON DRAWINGS.b. NEW FIXTURES SHALL BE COMPLETE, INCLUDING HICKEYS, SUSPENSION NIPPLES AND ALL OTHER MATERIALS AND EQUIPMENT AS REQUIRED FOR HANGING FIXTURES IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND MANUFACTURER'S RECOMMENDATIONS.c. VERIFY CEILING AND WALL DETAILS. FURNISH NEW FIXTURES COMPLETE WITH MANUFACTURER'S RECOMMENDED MOUNTING ARRANGEMENTS FOR CEILING OR WALL CONSTRUCTION ENCOUNTERED.d. FIXTURES SHALL BE PROPERLY ALIGNED. LED STRIP FIXTURES WITH REFLECTORS SHALL HAVE PLASTIC CLIPS INSTALLED AT EACH JOINT TO ALIGN THE REFLECTORS END TO END.e. EXIT LIGHTING AND EMERGENCY LIGHTING FIXTURES AND WIRING SHALL MEET THE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL CODES, INCLUDING NFPA 70 AND NFPA 101.f. VOLTAGE: LED DRIVERS FOR USE ON 120 OR 277 VOLT SYSTEMS SHALL BE SUITABLE AND GUARANTEED FOR A VOLTAGE RANGE OF 120 VOLTS TO 277 VOLTS.g. FIXTURES SHALL BE WIPED CLEAN BEFORE AND AFTER INSTALLATION.h. ALL LIGHTING FIXTURES SHALL BE SECURELY SUPPORTED AND ANCHORED TO PROVIDE A SAFE AND PERMANENT INSTALLATION. FIXTURE HANGERS, ANCHORS, OR SUPPORTS SHALL BE TESTED TO SUPPORT THE EQUIVALENT OF FOUR TIMES THE WEIGHT OF THE FIXTURE OR EQUIPMENT.C. ILLUMINATED SIGNSa. FURNISH ELECTRICAL CIRCUITS, CONTROLS AND CONNECTIONS, AS SHOWN OR REQUIRED.3. EXECUTIONA. INSTALLATION (BY THE ELECTRICAL CONTRACTOR)a. INSTALL LIGHTING FIXTURES AND SIGN CIRCUITS AND CONNECTIONS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS INDICATED ON DRAWINGS.b. RECESSED FIXTURES INSTALLED IN LAY-IN CEILING GRID SYSTEMS SHALL HAVE MAXIMUM SIX FEET OF FLEXIBLE CONDUIT FROM OUTLET BOXES SUPPORTED FROM BUILDING STRUCTURAL SYSTEM TO FIXTURES. FIXTURES SHALL BE SUPPORTED INDEPENDENT OF THE CEILING GRID.c. FIIXTURES SHALL NOT BE INSTALLED UNTIL CEILING GRID SYSTEM HAS BEEN LEVELED TO ASSURE LEVEL PLANE.d. INSTALL LIGHTING FIXTURES IN ACCORDANCE WITH THE FIXTURE MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOGNIZED INDUSTRY PRACTICES. FIXTURES SHALL EXACTLY FIT THE TYPE OF CEILING SYSTEM SCHEDULED. REPORT ANY DISCREPENCY TO THE ARCHITECT/ENGINEER.e. INSTALL A MINIMUM OF TWO (2) INDEPENDENT WIRE HANGERS, ONE ON EACH CORNER SUPPORTED FROM BUILDING STRUCTURE, FOR ALL LAY-IN LIGHT FIXTURES. WIRE HANGER GAUGE SHALL BE THE SAME AS CEILING SYSTEM WIRE HANGER GAUGE.f. AFTER COMPLETING INSTALLATION OF ENERGIZED SYSTEM, DEMONSTRATE PROPER OPERATION OF LIGHTING FIXTURES AND CONTROLS. MAKE CORRECTIONS AS NECESSARY.g. PRE-INSPECTION TASKS: IMMEDIATELY BEFORE FINAL INSPECTION, THOROUGHLY CLEAN ALL FIXTURES INSIDE AND OUT, ADJUST ALL TRIM TO PROPERLY FIT ADJACENT SURFACES, REPLACE BROKEN OR DAMAGED PARTS. ANY FIXTURES, OR PARTS OF FIXTURES, WHICH HAVE BEGUN TO SHOW SIGNS OF RUST OR CORROSION AT THE TIME OF COMPLETION OF THE JOB, SHALL BE REMOVED AND REPLACED WITH PROPERLY PROTECTED METAL PARTS.h. SHIPPING REQUIREMENTS:• IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO EVALUATE THE SHIPPING SCHEDULE FOR FIXTURES AS REQUIRED BY THE PROGRESS OF THE JOB.• THE TENANT WILL NOT ACCEPT PAYMENT RESPONSIBILITY FOR FIXTURES SCHEDULED, AND DELIVERED OUT OF CONSTRUCTION SEQUENCE AT AN EARLIER TIME THAN REASONABLY REQUIRED BY JOB PROGRESS.• FIXTURES SHALL BE IN FIRST CLASS CONDITION AFTER INSTALLATION. THE LOUVER SURFACE SHALL BE CLEAN, IF APPLICABLE. FIXTURES WITH RUST OR DAMAGED LOUVERS SHALL BE REPLACED AT NO COST TO THE TENANT.DATA AND TELEPHONE - 1690001. DATA SYSTEMS TO BE SUPPLIED AND INSTALLED BY JOANN STORES, INC. (FOR JOANN REGISTER SYSTEM)2. TELEPHONE SYSTEM TO BE SUPPLIED AND INSTALLED BY JOANN STORES, INC. (FOR JOANN TELECOM SYSTEM)3. MUSIC SYSTEM TO BE SUPPLIED AND INSTALLED BY JOANN STORES, INC. (FOR JOANN SOUND/MUSIC SYSTEM)REV DATE