HomeMy WebLinkAboutSite Plans 02-18-22IIIA R C H I T E C T :DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comFOR PERMITTING AND CONSTRUCTIONGENERAL REQUIREMENTS AND GUIDELINES FOR THIS PROJECT:THE CONTRACT DOCUMENTS CONSIST OF THE DRAWINGS AND SPECIFICATIONSON THE DRAWINGS. THE INTENT OF THE CONTRACT DOCUMENTS IS TOINCLUDE ITEMS NECESSARY FOR THE PROPER EXECUTION OF THE WORK.THE CONTROLLING CODE FOR ALL WORK UNDER THESE DRAWINGS SHALL BETHE INTERNATIONAL BUILDING CODE 2014 WITH INDIANA AMENDMENTS, ALL INTHEIR CURRENT ADDITIONS.THE CONTROLLING DOCUMENT FOR ALL WORK UNDER THESE DRAWINGSSHALL BE THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,AIA (AMERICAN INSTITUTE OF ARCHITECTS) DOCUMENT A201, CURRENTEDITION. AGREEMENT BY ANY PARTY TO WORK UNDER THIS CONTROLLINGDOCUMENT SHALL COMMENCE WITH THE START OF ANY WORK DESCRIBEDWITHIN THESE DOCUMENTS.THE ARCHITECT SHALL FILE FOR STATE PLAN REVIEW AND PROVIDE A RELEASEFOR USE IN OBTAINING LOCAL PERMITS. THE GENERAL CONTRACTOR SHALLFILE DRAWINGS OR OTHER MATERIALS FOR PERMIT APPLICATION AT THELOCAL LEVEL AND SECURE ALL NECESSARY BUILDING PERMITS. SUB-CONTRACTORS TO THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING THEIR OWN LOCAL PERMITS.PRIOR TO COMMENCING ACTIVITIES, EACH CONTRACTOR AND MATERIALSUPPLIER SHALL CAREFULLY STUDY AND COMPARE THE CONTRACTDOCUMENTS AND BECOME FULLY AWARE OF THE REQUIREMENTS. EACHCONTRACTOR AND MATERIAL SUPPLIER SHALL TAKE FIELD MEASUREMENTSAND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCHMEASUREMENTS AND CONDITIONS WITH THE CONTRACT DOCUMENTS.IN THE EVENT OF INCONSISTENCIES WITHIN OR BETWEEN THE CONTRACTDOCUMENTS, EACH CONTRACTOR OR MATERIAL SUPPLIER SHALL PROVIDE THEBETTER QUALITY OR GREATER QUANTITY OF THE WORK, AND SHALL COMPLYWITH THE STRICTER REQUIREMENT. INCONSISTENCIES DISCOVERED SHALL BEIMMEDIATELY REPORTED TO THE ARCHITECT IN WRITING.NO PLEAS OF IGNORANCE RESULTING FROM FAILURE TO EXAMINE THEREQUIREMENTS OF THE CONTRACT DOCUMENTS OR THE CONDITIONS UNDERWHICH THE WORK IS TO BE PERFORMED WILL BE ACCEPTED AS AN EXCUSEFOR FAILURE OR OMISSION ON THE PART OF EACH CONTRACTOR ANDMATERIAL SUPPLIER TO FULFILL IN EVERY RESPECT ALL REQUIREMENTS OFTHE CONTRACT DOCUMENTS.VERIFY THAT SURFACES TO RECEIVE MATERIALS ARE IN A CONDITION TOACCOMMODATE INSTALLATION. IMMEDIATELY REPORT TO THE ARCHITECT ANYARCHITECT / ENGINEER NOTIFICATION:IF THE GENERAL CONTRACTOR DISCOVERS CONDITIONS THAT ARE NOTSUBSTANTIALLY LIKE THE ARCHITECT’S DRAWINGS, THE ARCHITECT ORENGINEER SHALL BE IMMEDIATELY NOTIFIED.THIS NOTIFICATION RELATES TO ALL PARTS OF THIS PROJECT, INCLUDING BUTNOT LIMITED TO DISCOVERED SOIL CONDITIONS, INAPPROPRIATE OR NON-SPECIFIED PRODUCTS DELIVERED AND/OR INSTALLED ON SITE, OR ANYQUESTION REGARDING POSSIBLE VIOLATION OF CODES OR ORDINANCESTANDARDS.PROCEEDING WITH THE WORK SHALL CONSTITUTE ACCEPTANCE BY THEGENERAL CONTRACTOR OF THE EXISTING CONDITIONS, AND THAT THEPROJECT CAN BE BUILT STRUCTURALLY SOUND AND MEETING LOCAL CODES.Indiana Adopted Codes for Building ConstructionIn effect December 1, 20142014 Indiana Building Code Adoption by Reference: 2012 InternationalBuilding Code First Printing plus Indiana Amendments, effective December1st 2014.2009 Indiana Electrical Code Adoption by Reference: 2008 NationalElectric Code First Printing plus Indiana Amendments, effective August 26,2009.2014 Indiana Fuel Gas Code Adoption by Reference: 2012 InternationalFuel Code First Printing plus Indiana Amendments, effective December 1st2014.2014 Indiana Mechanical Code Adoption by Reference: 2012 InternationalMechanical Code First Printing plus Indiana Amendments, effectiveDecember 1st 2014.2012 Indiana Plumbing Code Adoption by Reference: 2006 InternationalPlumbing Code Second Printing plus the Indiana Amendments, effectiveDecember 24, 2012.2005 Indiana Residential Code Adoption by Reference: 2003 InternationalResidential Code Fifth Printing plus Indiana Amendments, effectiveSeptember 11, 2005.2014 Indiana Fire Code Adoption by Reference: 2012 International FireCode First Printing plus Indiana Amendments, effective December 1st 2014.2010 Indiana Energy Conservation Code Adoption by Reference: 2007Edition ASHRAE 90.1 plus Indiana Amendments, effective May 6, 2010.A Complete list of all codes and other rules adopted by the Fire Prevention & BuildingSafety Commission of the State of Indiana along with PDF versions of the IndianaAmendments can be found at:http://www.in.gov/dhs/2490.htmDISCREPANCIES OR ERRORS WHICH WOULD RESULT IN POOR APPLICATION ORCAUSE LATENT DEFECTS IN WORKMANSHIP. IF A CONTRACTOR OR SUB-CONTRACTOR PROCEEDS WITH INSTALLATION OF MATERIALS OVER ANOTHERCONTRACTOR'S WORK, IT SHALL BE ASSUMED THAT THE CONTRACTOR OR SUB-CONTRACTOR ACCEPTS THE WORK TO RECEIVE HIS MATERIAL.ALL LABOR, CONSTRUCTION MATERIALS, PROVIDED AND INSTALLED TOCOMPLETE THE WORK OF THESE CONTRACT DOCUMENTS SHALL BE EXECUTEDIN COMPLETE COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL CODES,PRACTICES OR ORDINANCES AND WITHIN THE CONSTRAINTS OF THE HIGHESTACCEPTABLE CONSTRUCTION PRACTICES.UPON COMPLETION OF THE PROJECT, OBTAIN ALL FINAL INSPECTIONS ASREQUIRED BY THE LOCAL JURISDICTIONS AND FURNISH OWNER WITHEVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY, IFISSUED BY THE JURISDICTION.THE GENERAL CONTRACTOR SHALL PROVIDE REASONABLE SUPERVISION ANDCOORDINATION OF ALL SUB-CONTRACTORS WORK INCLUDING WORKPERFORMED BY OTHERS SUCH AS SUPPLIERS OF OWNER-SUPPLIED ITEMS.UPON COMPLETION OF PROJECT, PROVIDE OWNER WITH ALL INSTRUCTIONMANUALS, WARRANTIES OR OTHER DOCUMENTS REQUIRED FOR THE PROPEROPERATION OR MAINTENANCE OF ANY PART OF THE CONTRACTOR'S WORK.THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTIONAND SECURITY MEANS FOR HIS WORK UNTIL TURNED OVER TO THE OWNER. IFTHE PROJECT AREA IS TO BE USED BY EMPLOYEES OR THE PUBLIC DURINGCONSTRUCTION, FULLY PROTECT THE CONSTRUCTION SITE, CONSTRUCTBARRIERS AND FENCING, AND PROVIDE APPROPRIATE SIGNAGE TO PROTECTTHESE PERSONS.THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN MINIMUM GENERALLIABILITY INSURANCE. THE FRANCHISEE, FRANCHISER, AND THE ARCHITECTSSHALL BE HELD HARMLESS AGAINST ALL GENERAL LIABILITY CLAIMS THAT MAYRESULT AS A PART OF THIS PROJECT.SOILS:OTHERS HAVE CHOSEN TO NOT TEST SOILS FOR THIS PROJECT, NOR MAKESOIL DATA AVAILABLE TO THE ARCHITECT. THE ARCHITECT SHALL BE HELDHARMLESS FOR ANY COMMON SOIL FAILURES SUCH AS FAILURE OFCOMPACTION; DENSITY FAILURE; GENERAL SOIL SHEAR OR SHRINKAGE;SETTLEMENT FAILURE; SLOPE FAILURE; FLOW SLIDE FAILURE; MOVEMENTSCAUSED BY EXPANISIVE OR HIGHLY PLASTIC SOILS; OR ANY OTHER COMMONYANALYIZED SOIL FAILURES.CONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021INDEX OF DRAWINGS OF THIS SET:ARCHITECTURAL, STRUCTURAL, PLUMBING,MECHANICAL, ELECTRICAL DRAWINGS:COVER SHEET GENERAL PROJECT GUIDELINES; INDIANABUILDING CODESA1.1 FLOOR PLANA1.2 FOUNDATION PLAN; CONCRETE SPECIFICATIONSA1.3 REFLECTED CEILING PLAN; ACOUSTIC CEILINGSPECIFICATIONS; BULKHEAD GUIDELINESA1.4 ROOF FRAMING PLAN; JOIST BRACING CUT SHEETA1.5 ROOF PLAN; ROOF MEMBRANE SPECS.; SCUPPER CUTSHEETSLS1.1 LIFE SAFETY PLAN; BUILDING CODE SUMMARYA2.1 BUILDING ELEVATIONSA2.2 BUILDING ELEVATIONSA3.1 TRANSVERSE SECTION THRU TYPICAL MASONRY WALLSA3.2 TRANSVERSE SECTION THRU SOUTH DOORSA3.3 TRANSVERSE SECTION THRU NORTH DOORS AND SOUTHSTOREFRONTA3.4 STOREFRONT WINDOW DETAIL; STOREFRONTSPECIFICATIONS; NORTH WALL DETAIL SECTIONA3.5 COOLER SECTION AND WEST WALL DETAIL SECTION;COOLER SPECIFICATIONSA4.1 STEEL DETAILS; STEEL OPEN-WEB JOIST SPECIFICATIONS;GENERAL STEEL REQUIREMENTSA4.2 RESTROOM DETAIL PLAN AND OTHER INTERIOR ELEVATIONSA4.3 SPECIFICATIONS; ELECTRICAL GROUNDINGSPECIFICATIONS; GROUNDING SCHEMATICA4.4 ROOF EQUIPMENT SCREENING SPECIFICATIONS;SCREENING CUT SHEETSA4.5 ADA DETAILSA5.1 DUMPSTER AND SOUTH MASONRY WALL ELEVATIONS ANDDETAILSA6.1 FUEL CANOPY PLANS AND STRUCTURAL DETAILS; FUELCANOPY CONCRETE SPECIFICATIONS; PRE-ENGINEERED FUELCANOPY SPECIFICATIONSA6.2 FUEL CANOPY ELEVATIONS; REFLECTED CEILING /LIGHTING PLAN; LIGHT CUT SHEETSA7.1 BUILDING SIGNAGE; GROUND SIGN; CANOPY SIGNAGEP1.1 SANITARY SEWER PLAN; PLUMBING SPECIFICATIONSP1.2 PLUMBING ISOMETRIC; DOMESTIC WATER DISTRIBUTIONSPECIFICATIONSM1.1 MECHANICAL PLAN; MECHANICAL SPECIFICATIONS;MECHANICAL EQUIPMENT SCHEDULEE1.1 ELECTRICAL POWER PLAN; ELECTRICAL SPECIFICATIONS;RISER DIAGRAME1.2 ELECTRICAL LIGHTING PLAN; EXTERIOR SCONCE LIGHT CUTSHEETCIVIL ENGINEERING DRAWING:C101 SITE DEVELOPMENT PLANLANDSCAPE DRAWINGS:L1.0 SITE LANDSCAPE PLANL2.0 LANDSCAPE NOTES AND DETAILS
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTION30'-8"14'-4"42'-3"87'-3"29'-0"14'-4"44'-0"11'-4"16'-4"1'-4"50'-8"SCALE: 1/4" = 1'-0"FLOOR PLANPRE-FABRICATED BEVERAGE COOLER40'-8 1/8"7'-6"8'-5"SODA DISPENSERHAND SINK8'-0"2" GAP15'-8 5/8"1'-0"58'-0"3'-0"FURRED, INSULATED WALLSFURRED WALLMEN'S RRWOMEN'S RRSEE DETAILS, SHEET A1.2CMU INFILL WALLSANODIZED STOREFTONTANODIZED STOREFTONT22'-2"8'-0"8'-0"4'-1"4'-1"8'-0"8'-0"10'-7"TYPICAL FURRED WALL3 5/8" STEEL STUDS 24" O.C.4" FIBERGLASS INSULATION.006 VISQUEEN5/8" DRYWALLFREEZER BY OTHERSBY OTHERS2" GAP6"x6"x3/8" TUBE STEELTYPICAL ALL COLUMNS6"x6"x3/8" TUBE STEELTYPICAL ALL COLUMNS3 FALSE WINDOWS3 FALSE WINDOWSTYPICAL FURRED WALL3 5/8" STEEL STUDS 24" O.C.4" FIBERGLASS INSULATION.006 VISQUEEN5/8" DRYWALL37'-4 3/4"2'-6"4 3/4"7'-8"4'-7 1/2"28'-3"5'-9 1/2"19'-4 3/8"19'-7 3/4"4 3/4"4'-0"4 3/4"12'-11 1/2"2'-6"4 3/4"R-19R-195'-0 1/4"1'-4"21'-4 5/8"1'-10 5/8"87'-4"A1.11A3.111A3.11A3.111A3.2A3.2A3.3A3.3A3.411A3.51A3.511A3.41A3.4A3.4A3.422
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONSCALE: 1/4" = 1'-0"FOUNDATION PLANCONCRETE REQUIREMENTS AND SPECIFICATIONS:IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLESAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANSCONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITHEACH OTHER, THE STRICTEST PROVISIONS SHALL GOVERN.GOVERNING CODES: INTERNATIONAL BUILDING CODE, 2008, WITH CURRENTINDIANA AMENDMENTS.FOUNDATIONS:NOTIFY THE ARCHITECT AS SOON AS POSSIBLE OF ANY UNUSUAL SOILCONDITIONS, SUCH AS UNEXPECTED SPRING OR SEEPAGE WATER, OR SOIL OFQUESTIONABLE BEARING CAPACITY.ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR ENGINEERED FILLWITH AN ALLOWABLE BEARING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT.PERIMETER FOOTINGS SHALL BEAR A MINIMUM OF 3'-0" BELOW EXTERIORGRADE. STEP FOOTINGS AS REQUIRED. WHERE UNDERGROUND UTILITIESENTER OR EXIT THE BUILDING, STEP TOPS OF ALL FOOTINGS BELOW UTILITYINVERT ELEVATIONS.DESIGN NET SOIL PRESSURESSPREAD FOOTINGS:CONTINUOUS FOOTERS2,000 PSI1,500 PSI.BACKFILL AND FILL MATERIALS: PROVIDE SATISFACTORY SOIL MATERIALS FORBACKFILL AND FILL, FREE OF CLAY, DEBRIS, WASTE, FROZEN MATERIALS,VEGETABLE AND OTHER DELETERIOUS MATTER.REINFORCED CONCRETE:ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-95, "BUILDINGCODE REQUIREMENTS FOR REINFORCED CONCRETE".SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 301-96, "STANDARDSPECIFICATIONS FOR STRUCTURAL CONCRETE".PLACEMENT AND CURING OF CONCRETE SHALL CONFORM TO ACI 305 "HOTWEATHER CONCRETING" AND ACI 306 "COLD WEATHER CONCRETING".ALL REINFORCING DETAILS SHALL CONFORM TO ACI 315-86, "MANUAL OFSTANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.ALL DEFORMED REINFORCING BARS: ASTM A615, GRADE 60ALL WELDED WIRE FABRIC: ASTM A185, DELIVERED IN FLAT SHEETSREINFORCING SUPPLIER SHALL PROVIDE ALL BAR ACCESSORIES, CHAIRS, ANDSUPPORTS NECESSARY TO SECURE STEEL IN ACCORDANCE WITH "ACT CODEOF STANDARD PRACTICE".WHERE ANY STEPS IN FALL FOOTING ELEVATIONS OCCUR, PROVIDE MAXIMUMSTEP OF ONE VERTICAL TO TWO HORIZONTAL.CONCRETE COVER: UNLESS OTHERWISE NOTED, DETAIL REINFORCING TOPROVIDE MINIMUM COVER AS FOLLOWS:CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3INCHESCONCRETE EXPOSED TO EARTH OR WEATHER, #5 RE-BARS OR SMALLER:1/2 INCHESALL OTHER: 2 INCHES1CONCRETE CONTRACTOR SHALL VERIFY SOIL BEARING PRIOR TO CONCRETEPLACEMENT. REPORT DEVIATIONS TO GENERAL CONTRACTOR ANDARCHITECT.CONCRETE IN THE FOLLOWING AREAS SHALL CONSIST OF NATURAL SAND FINEAGGREGATE AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TOASTM C33, TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150, AND SHALLHAVE THE FOLLOWING COMPRESSIVE STRENGTH AT 28 DAYS:FOOTINGS AND PADS:SLABS-ON-GRADEAND PIERS:3,000 PSI4,000 PSIRETAINING WALLS, CURBS, SIDEWALKS, AND SLABS EXPOSED TO DE-ICERS.4,000 PSI (6% + 1% ENTRAINED AIR BYVOLUME)NO PART OF THE STRUCTURE SHALL BE PLACED ON FROZEN OR WET SOIL.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THEFOUNDATION AND SOIL WITHIN THE BUILDING AREA FROM FREEZING DURINGWINTER CONSTRUCTION.FOOTINGS AND PIERS:DOWELS IN FOOTINGS SHALL MATCH VERTICAL PIER REINFORCING.PROVIDE CORNER BARS AT FOOTING CORNERS TO MATCH HORIZONTALREINFORCING. MINIMUM LENGTHS OF EACH LEG TO BE 45 BAR DIAMETERS.BACKFILL AGAINST BOTH SIDES OF WALLS EQUALLY UNTIL THE LOWERELEVATION IS ATTAINED. BRACE ALL FOUNDATION WALLS BEFOREBACKFILLING AND COMPACTING.PROVIDE LEAN CONCRETE (CLASS IV) UNDER FOUNDATIONS FOR ACCIDENTALOVER-EXCAVATION, SOFT SPOTS, AND TRENCHES.BUILT-IN WORK:INSTALL ALL ANCHORS, INSERTS, NOSINGS, REGLETS AND LIKE ITEMSFURNISHED BY OTHER TRADES FOR INSTALLATION IN CONCRETE WORK. ALLBUILT-IN ITEMS SHALL BE IN PROPERLOCATION AND SHALL BE SO MAINTAINED DURING THE PERFORMANCE OFCONCRETE WORK.SLEEVES, CONDUITS, PIPES AND LIKE ITEMS PASSING THROUGH FLOORS,WALLS, OR BEAMS SHALL BE OF SUCH SIZE OR IN SUCH LOCATION AS NOT TOIMPAIR UNDULY THE STRENGTH OF THE CONSTRUCTION.VAPOR BARRIER PLACEMENT:USE A CONCRETE MIXTURE WITH AN ADEQUATE CEMENT FACTOR - MINIMUM OF5 1/2 BAGS PER CUBIC YARD. USE A SMALL AMOUNT OF AIR-ENTRAINMENT INTHE MIXTURE TO REDUCE BLEEDING - ABOUT 3% TO 5% AIR. EXTERIORCONCRETE SHALL HAVE 5 1/2% AIR. PLACE CONCRETE AT LOWEST PRACTICALSLUMP. A WATER-REDUCING ADMIXTURE MAY BE USED TO LOWER THE MIXWATER CONTENT, IF USED STRICTLY ACCORDING TO WRITTENMANUFACTURER'S INSTRUCTIONS.PERIMETER INSULATION:A TOTAL OF FOUR FEET WIDTH OF PERIMETER INSULATION SHALL BE PUT INPLACE. THIS CAN BE A COMBINATION OF HORIZONTAL AND VERTICAL RIGIDINSULATION, AS SHOWN ON DRAWINGS.4'-0" x 4'-0" x 1'-0" CONCRETE FOOTER PAD#5 REBARS 12" O.C. EACH WAY24" x 24" CONCRETE COLUMN PIER2'-0"8'-8"2'-0"9"87'-4"50'-8"40'-11"1'-5"9"1'-5"29'-5"27'-8"1'-5"9"2'-0"8'-8"2'-0"9"1'-5"42'-8"8"1'-0"4"2'-5"2'-11"8"8"4'-0"1'-4"7'-4"4" THICK CONCRETE FLOORSEE SPECIFICATIONSCOOLER FOOTPRINTSEE SPECIAL FLOOR DETAILSSEE SPECIAL FLOOR DETAILSFREEZER FOOTPRINT1A3.111A3.11A3.111A3.2A3.2A3.3A3.3A3.411A3.51A3.511A3.41A3.4A3.4A3.422A1.2
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONACOUSTICAL CEILINGS:1. PROVIDE ALL ACOUSTICAL CEILINGS COMPLETE WITHSUSPENSION SYSTEM AND RELATED ACCESSORIES AS SHOWNON THE DRAWINGS AND SPECIFIED HEREIN.2. STORE AND HANDLE TO PREVENT SOILING, DAMAGE ORWETTING.3. INSTALL ALL ACOUSTIC CEILING AND SUSPENSION SYSTEMS INSTRICT ACCORDANCE WITH MANUFACTURER’SRECOMMENDATIONS. FINISHED CEILINGS SHALL BE LEVEL, WITHALL JOINTS SNUG AND SQUARE.4. SUSPENSION SYSTEM INSTALLATION SHALL COMPLY WITH ASTMC636 REQUIREMENTS AND BE WATER OR LASER LEVEL.5. CEILING SUSPENSION SYSTEM SHALL BE SUPPORTED DIRECTLYFROM THE BUILDING STRUCTURE. PROVIDE ADDITIONALSUPPORT FRAMING AS REQUIRED. PROVIDE SUPPORT AT ALLFOUR (4) CORNERS OF FLUORESCENT LIGHT FIXTURES.6. PROVIDE WALL ANGLE MOLDING AT PERIMETER OF ALL CEILINGTILE INSTALLATIONS. ANCHOR MOLDING TO WALL AT EACH POINTOF MAIN RUNNER AND CROSS TEE BEARINGS AND ADDITIONALLYAS REQUIRED TO PREVENT MOLDING FROM SAGGING ORTWISTING.7. INSTALL CEILING TO PERMIT BORDER UNITS OF THE GREATESTPOSSIBLE SIZE.8. COORDINATE WORK WITH ELECTRICAL PLANS AND/ORELECTRICAL SUB-CONTRACTOR TO CONFIRM LIGHT FIXTURESARE CORRECTLY LOCATED.9. IF REQUIRED IN THIS PROJECT, COORDINATE WORK WITHSPRINKLER SYSTEM INSTALLER.10. REMOVE AND REPLACE UNITS, WHICH ARE DAMAGED ORIMPROPERLY INSTALLED.11. CLEAN PAINTED SURFACES DAMAGED BY WORK OF THISINSTALLATION.SCALE: 1/4" = 1'-0"REFLECTED CEILING PLANTYPICAL 24"x24" DIFFUSERTYPICAL 24"x24" LED FIXTURE24"x 48"LED PANEL FIXTURELAY-IN ACOUSTIC TILECEILING AT 10'-0" AFFLAY-IN ACOUSTIC TILECEILING AT 10'-0" AFFLAY-IN ACOUSTIC TILECEILING AT 10'-0" AFFLAY-IN ACOUSTIC TILECEILING AT 10'-0" AFFGENERAL NOTES – BULKHEADSCEILING, SOFFIT AND BULKHEAD FRAMING SYSTEMS SHALL BEDESIGNED TO CARRY CEILING DEAD LOADS IN ADDITION TO FRAMINGMEMBERS, LIGHT FIXTURES, AIR DIFFUSERS, SPEAKERS, INSULATION,AND SIGNAGE, ETC.BLOCKING AND FRAMING SHALL BE 2X4 MINIMUM AND BE 16” O.C.FRAMING. IT MAY BE 24”” O.C. IF ATTACHED TO PRE-ENGINEEREDWOOD TRUSSES, AND NOTICE OF THE BULKHEAD CONDITION IS A PARTOF THE TRUSS DESIGN AND SPECIFICATIONS.POSITIVE TENSION-TYPE CONNECTIONS BACK TO STRUCTURE ISREQUIRED. UNISTRUT TYPE METAL CONNECTIONS OR EQUAL.DRYWALL SHALL BE 5/8” TYPE X.STRICTLY FOLLOW RECOMMENDATIONS OF THE USG CORPORATIONAND THE NATIONAL GYPSUM COMPANY’S GOLD BOND BUILDINGPRODUCTS DIVISION.ALL ACCESSORIES, INCLUDING SIMPSON JOIST HANGERS, CLIPS,SCREWS, AND NAILS ETC. SHALL BE PER ROUGH FRAMINGSPECIFICATIONS THAT ARE A PART OF THESE CONTRACT DOCUMENTS.EXECUTION:ARRANGE FRAMING FOR CEILINGS TO PROVIDE SUPPORTINDEPENDENT OF WALLS, COLUMNS, PIPES, AND DUCTS AND INSTALLALL WORK PLUMB.NOTIFY ARCHITECT IF ANY QUESTIONS ON STRUCTURAL ATTACHMENTARISE.8'-0" AFF ORPER COOLER MFGR.MINIMUM 24" x 30"ATTIC ACCESS1A3.111A3.11A3.111A3.2A3.2A3.3A3.3A3.411A3.51A3.511A3.41A3.4A3.4A3.422A1.3
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONSCALE: 1/4" = 1'-0"ROOF FRAMING PLANCANTILEVER JOIST ENDS HEREMECHANICAL WALK-DECKALLOW FOR THREEHVAC UNITS OF 500# EACHBRACING AS REQUIREDG.C AND STEEL SUPPLIERSHALL VERIFY ACTUALEQUIPMENT30 K 90 / 50 24" O.C.W18 x 46W18 x 46 W18 x 4630 K 90 / 50 24" O.C.W18 x 46 W18 x 46W18 x 46MINIMUM BRIDGING: 1 1/2" x 7/64" OR R = .35MAX. SPACING 9'-8" O.C.MINIMUM BRIDGING: 1 1/2" x 7/64" OR R = .35MAX. SPACING 9'-8" O.C.BRIDGING DETAILSNOTE: FINAL DESIGN SHALL BE THE RESPONSIBILITYOF THE STEEL JOIST SUPPLIER. CONSULT ARCHITECTFOR REQUIRED INFORMATION, IF NEEDED.A1.41A3.111A3.11A3.111A3.2A3.2A3.3A3.3A3.411A3.51A3.511A3.41A3.4A3.4A3.422
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONSCALE: 1/4" = 1'-0"ROOF PLANFIRESTONE TPO MECHANICALLYADHERED ROOFING OR EQUALALUMINUM WALKABLEEQUIPMENT DECKSLOPE MIN. 1 : 12SLOPE MIN. 1 : 12ROOF EQUIPMENT SCREENINGSEE DETAILSROOF EQUIPMENT SCREENINGSEE DETAILSGATE BY ROOF SCREENINGMANUFACTURERGATE BY ROOF SCREENINGMANUFACTURER5'-0" WIDE5'-0" WIDETPO ROOFING GENERAL NOTES:MISCELLANEOUS:Any additional work such as changes to specified materials, applications orprocesses, or other architectural features requiring decisions and not certifiedby Gordon Clark must be promptly proposed by letter or email(gclark4820@aol.com).ROOFING MATERIAL:Proposed manufacturer: Firestone UltraPly TPO Membrane, mechanicallyattached to steel deck.ROOF SCUPPERS:Strictly follow drawings and recommendations by Firestone TPO thru-wallPlatinum TPO Coated Metal Scuppers.REQUIREMENTS:Provide a minimum 1: 12 roof slope.Steel deck shall be a minimum 22 ga. Thickness.Fastener Type: Firestone Heavy Duty PlusInsulation Adhesive: Spray R insulation adhesive. Verify if steel deck must becleaned to meet Firestone requirements.Adhesive Attachment: Full Application I.S.O. Spray S Insulation Adhesive.Membrane Requirement: UltraPly Platinum TPO. Thickness 0.080”.Seaming Requirement: Contractor’s option as long as it meets Firestonestandards.Membrane Attachment: Maximum 12 ft. row spacing, fasteners spacedmaximum 6 o.c.Edge Metal System: Firestone Coping System or as recommended otherwiseby Firestone.EDGE OF ROOFING: CANT STRIP AS APPROVED BY FIRESTONE TPOEDGE OF ROOFING: CANT STRIP AS APPROVED BY FIRESTONE TPOEDGE OF ROOFING: CANT STRIP AS APPROVED BY FIRESTONE TPOEDGE OF ROOFING: CANT STRIP AS APPROVED BY FIRESTONE TPO1A3.11A3.11A3.2A3.31A3.51A3.511A3.41A3.4A3.4A3.42211A3.11A3.2A3.3A3.41A1.5
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONCODE SUMMARY: CONVENIENCE STORE, VILLAGEOF WEST CLAY, INDIANABUILDING TYPE:BUILDING: TYPE II-B UNSPRINKLEDBUILDING OCCUPANCY:M MERCANTILE, UNSPRINKLEDSQUARE FOOTAGE ALLOWED:PER TABLE 503:TYPE II-B MERCANTILE = 12,500 SF, 2 STORIESACTUAL SQUARE FOOTAGE:BUILDING FOOTPRINT: 4,525 SF, 1 STORYOCCUPANCY LOAD:PER TABLE 1004.1.2:OCCUPANCY BASED ON CONDITIONED SPACE. THIS OCCUPANCYELIMINATES THE COOLERS FROM REQUIRED BUILDING OCCUPANCY.CONDITIONED SPACE = 3,345 30 SF GROSS PER PERSON = 112 PEOPLEBUILDING EGRESS, CHAPTER 10:MINIMUM EGRESS REQUIRED: PER SECTION 1015M OCCUPANCY – 112 PEOPLE REQUIRES TWO ADA EXITS.TWO PROVIDED. SEE PLANS.EXIT DISCHARGE, CHAPTER 10:ALL EXITS LEAD TO AN ADA STOOP AND ARE PROVIDED WITH LIGHTED EXITSIGNAGE. TRAVEL DISTANCE IS WELL UNDER 200 FEET.EXIT SIGNAGE:EXIT SIGNS SHALL MEET OR EXCEED SECTION 1011.FIRE EXTINGUISHERS:FIRE EXTINGUISHER SHALL BE INSTALLED AS SHOWN IN THE PLANS, PERTABLE 906.3 OF THE INTERNATIONAL FIRE CODE, AND PER NFPA 10.1 CLASS ABC EXTINGUISHER AND 1 K TYPE REQUIRED.56'-2 1/2"47'-5 7/
8"50'-3 7/8"14'-0 1/2"LIFE SAFETY PLANSCALE: 1/4" = 1'-0"LS1.1K TYPE FIREEXTINGUISHER35'-7"7'-2 1/8"19'-1 7/8"10'-8 5/8"25'-3 1/4"28'-5 5/8"ABC TYPE EXT.
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONWEST ELEVATIONSOUTH ELEVATIONSCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"FACE BRICKMETAL COPINGEXTERIOR 12" x 12' TILETOWERCOLOR: BLUE AS SELECTEDBY ARCHITECTEXTERIOR TILE LEDGECOLOR: BLUE AS SELECTEDBY ARCHITECTEXTERIOR TILE WATERTABLECOLOR: BLUE AS SELECTEDBY ARCHITECTMETAL COPINGTILE MEDALIAN AS SELECTEDBY ARCHITECTROOFTOP EQUIPMENT SCREENINGSEE DETAILSEFIS EXTERIOR LIGHT FIXTURES MODERN FORMS "SKYSCRAPER"EXTERIOR LIGHT FIXTURES MODERN FORMS "SKYSCRAPER"SECURITY ACCESS LADDERNO ELEMENT IS TOWARDTHE GROUND WITHOUTBEING UNLOCKEDEXTERIOR TILE LEDGECOLOR: BLUE AS SELECTEDBY ARCHITECTEXTERIOR TILE WATERTABLECOLOR: BLUE AS SELECTEDBY ARCHITECTTILE MEDALIAN AS SELECTEDBY ARCHITECTFACE BRICK SOLDIER COURSEA2.1
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONSCALE: 1/4" = 1'-0"EAST ELEVATIONNORTH ELEVATIONSCALE: 1/4" = 1'-0"FACE BRICKMETAL COPINGEXTERIOR 12" x 12' TILETOWERCOLOR: BLUE AS SELECTEDBY ARCHITECTEXTERIOR TILE LEDGECOLOR: BLUE AS SELECTEDBY ARCHITECTEXTERIOR TILE WATERTABLECOLOR: BLUE AS SELECTEDBY ARCHITECTMETAL COPINGSECURITY TYPEACCESS LADDERTHIS SECTION FOLDS UPA2.2ADD BP SUNBURST LOGOON NE CORNER IN LIEU OFMONUMENT SIGNADD BP SUNBURST LOGOON NE CORNER IN LIEU OFMONUMENT SIGNADD SUNBURST LOGOSTO EACH SIDE OF NEBUILDING CORNEROCTOBER 22, 20214'-0" SQUARE4'-0" SQUARE
SCALE: 1/2" = 1'-0"1IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONW18 x 46W18 x 46OPEN WEB STEEL JOISTS30 K 90 / 5024" O.C.4" RIGID INSULATIONCORRIGATED STEEL ROOF DECKWMP-10 R-40 VINYL LINED INSULATION12" SOLID CMU'S2'-4"1'-0"2'-8"MINUMUM TOTAL OF 4'-0"RIGID INSULATION 2" THICKTYPICAL ALL EXTERIOR FOUNDATIONSRIGID INSULATION "HOG-BACK"AT EACH SCUPPERTOP OFMASONRY16'-0" AFF17'-10"TOP OF HIGH SCREEN WALLTOP OF LOW SCREEN WALL1'-8"1'-10"19'-8" AFF17'-10" AFF19'-8"EXTERIOR TILE LEDGECOLOR: BLUE AS SELECTEDBY ARCHITECTEXTERIOR TILE WATERTABLECOLOR: BLUE AS SELECTEDBY ARCHITECTSTANDARD FACE BRICKSTANDARD FACE BRICKSTANDARD FACE BRICKSTD. 8" CMU'SSOLDIER COURSETILE DIAMOND PANELSTEEL STUD FURRINGTYPICAL FURRING3 5/8" STEEL STUDS 24" O.C.006 VISQUEEN5/8" DRYWALL2'-4"1'-0"2'-8"W18 x 46TOP OFMASONRY16'-0" AFFTPO ROOFING. SEE SPECS AND CUT SHEETTRANSVERSE SECTION SHOWING TYPICAL WALLSA3.1A3.14" THICK CONCRETE SLAB. SEE SPECS.MIN. 4" COMPACTED FILL
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONSCALE: 1/2" = 1'-0"1TRANSVERSE SECTION THRU SOUTH ENTRY DOORSOPEN WEB STEEL JOISTS30 K 90 / 5024" O.C.4" RIGID INSULATIONCORRIGATED STEEL ROOF DECKWMP-10 R-40 VINYL LINED INSULATIONRIGID INSULATION "HOG-BACK"AT EACH SCUPPER2' x 2' LAY-IN ACOUSTIC CEILING AT 10'-0" AFFBEVERAGE COOLER DOORSSEE SPECIFICATIONSRESTROOM DOORCLOSERPRIVACY SETSIGNAGEADA SIGNAGERESTROOM DOORCLOSERPRIVACY SETSIGNAGEADA SIGNAGEMINUMUM TOTAL OF 4'-0"RIGID INSULATION 2" THICK4" THICK CONCRETE SLAB. SEE SPECS.MIN. 4" COMPACTED FILL2'-0"1'-0"2'-8"3 COURSES OF12" SOLID CMU'S4" SIDEWALKSEE CIVIL DRAWINGSSLOPE SLIGHTLY AWAYFROM BUILDINGTYPICAL ALL EXTERIOR FOUNDATIONSSTOREFRONT ENTRANCESYSTEMTOP OFMASONRY16'-0" AFF17'-10"TOP OF HIGH SCREEN WALLTOP OF LOW SCREEN WALL1'-8"1'-10"19'-8" AFF17'-10" AFF19'-8"EXTERIOR TILE LEDGECOLOR: BLUE AS SELECTEDBY ARCHITECTEXTERIOR TILE WATERTABLECOLOR: BLUE AS SELECTEDBY ARCHITECTSTANDARD FACE BRICKSTANDARD FACE BRICKSTANDARD FACE BRICKSTD. 8" CMU'SSOLDIER COURSETILE DIAMOND PANELSTEEL STUD FURRINGTYPICAL FURRING3 5/8" STEEL STUDS 24" O.C.006 VISQUEEN5/8" DRYWALL2'-4"1'-0"2'-8"W18 x 46W18 x 46EXTEND JOISTS INTOENTRANCEPITCH POCKET OROTHER APPROVED CONNECTIONEXTEND INSULATION6" STEEL STUDS 16" O.C.R-19 FIBERGLASS INSULATIONEFIS FINISH SURFACEGALVANIZED 6" 20 GA.STEEL STUD FRAMING1 :12 SLOPEMETAL COPINGROOF EQUIPMENT SCREENINGSEE DETAILSTOP OF EFIS25'-8" AFFTPO ROOFING. SEE SPECS AND CUT SHEETA3.2A3.2
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONSCALE: 1/2" = 1'-0"1TRANSVERSE SECTION THRU NORTH ENTRY DOOROPEN WEB STEEL JOISTS30 K 90 / 5024" O.C.4" RIGID INSULATIONCORRIGATED STEEL ROOF DECKWMP-10 R-40 VINYL LINED INSULATIONRIGID INSULATION "HOG-BACK"AT EACH SCUPPER2' x 2' LAY-IN ACOUSTIC CEILING AT 10'-0" AFFTOP OFMASONRY16'-0" AFF17'-10"TOP OF HIGH SCREEN WALLTOP OF LOW SCREEN WALL1'-8"1'-10"19'-8" AFF17'-10" AFF19'-8"BEVERAGE COOLER DOORSSEE SPECIFICATIONSMINUMUM TOTAL OF 4'-0"RIGID INSULATION 2" THICK4" THICK CONCRETE SLAB. SEE SPECS.MIN. 4" COMPACTED FILL1'-0"2'-8"3 COURSES OF4" SIDEWALKSEE CIVIL DRAWINGSSLOPE SLIGHTLY AWAYFROM BUILDINGTYPICAL ALL EXTERIOR FOUNDATIONSTWO #5 REBARS CONTINUOUSTYPICAL1'-0"2'-8"SOLDIERCOURSE8" CMU'S ATENTRANCE AREAS3 COURSES OF12" SOLID CMU'STWO #5 REBARS CONTINUOUSTYPICAL2'-4"BULKHEAD ATTACHED WITHUNISTRUT TO JOISTSSECURITY GLASS BY OTHERSIF OWNERS DECIDE TO INSTALL IT8'-0" AFFFOOD AND BEVERAGE COUNTERSCASEWORK BY OTHERSLAY-IN CEILINGSTOREFRONT SYSTEMSEE SPECIFICATIONSTOS ROOFING. SEE SPECS AND CUT SHEET121STD. BRICKLEDGE W/REQUIREDFLASHINGADA PULL-OUTA3.3A3.3
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONEPDM ROOFING. SEE SPECIFICATIONS4" RIGID INSULATIONCORRIGATED STEEL ROOF DECKOPEN WEB STEEL JOISTS30 K 90 / 5024" O.C.WMP-10 R-30 VINYL LINED INSULATIONROOF EQUIPMENT SCREENINGSEE SPECS. AND OTHER DRAWINGSLAY-IN CEILING AT 10'-0" AFFBOND BEAM WITH TWOCONTINUOUS #5 REBARSR-19 FIBERGLASS INSULATION3 5/8" STEEL STUDSSPECIFICATIONS AND REQUIREMENTS FORSTOREFRONT AND ENTRANCE SYSTEMS:This section includes windows and entrance systems.Basis of Design and Standards: Aluminum Framing Systems: Kawneer TRIFAB VG (VERSA GLAZE) 451,(2” sight line) Aluminum Entrance Doors: Kawneer 190 Narrow Stile with Finger GuardsNote: Interior and one exterior door are part of this work.Frame Depth:4 ½”Glass and Glazing: Outside glazing: 1” insulated low E glazing (1/4” outside, ½” spacer, ¼”inside glass.) Interior glazing: ¼” tempered clear plate Glaze to front. Glazing materials shall be compatible with aluminum and shall be asrecommended by manufacturer. Glazing methodso Exterior: Elastomeric gasket and in accordance withmanufacturer’s standards.o Interior: Snap-in type 0.062 aluminum glazing beads and acompression wedge of dense elastomer. Operable windows:o Provide and install two (2) operable windows for ventilationcompatible with the storefront system. Provide shop drawings orcut sheets for architect and/or owner review.Stick fabrication, manufacturer’s standard parts and entrance systems.Include SSG/Weather seal optionInclude end-dams with sill flashing. Use concealed flashing, minimum 26 gagedead-soft stainless steel, or .026” minimum extruded aluminum of alloy and typecompatible with adjacent materials.Perimeter anchors: Aluminum.All storefront metal to be clear anodized finish.Exterior framing to be set in head receptor, bottom sill starter, set in caulk bed.All framing to include perimeter caulking on interior and exterior sides.Include all required sealants, with products selected for their intended use andadjacent materials.Use tempered glass where required by state and local codes and ordinances.G.C. to provide solid wood blocking at heads/jambs for frame anchoring.Head lintel to be self supportive, non-load-bearing, by G.C.Field Measurements: G.C. shall advise storefront sub-contractor when fieldmeasurements may be made in a timely fashion. Verify by field measurementsprior to fabrication. Keep a record of field measurements.Storage:Store products in manufacturer’s packaging unopened until ready for installation.Store protected from soaking water, corrosion, and other damaging causes.Entrance Systems:Rails affixed to stiles utilizing threaded through-bolt with concealedfasteners.Water-rated bumper threshold, ADA compliant.Hardware:4” butt hinges, 1 or 2 pair determined by specified height.3 point locking mechanism on active leaf, 2 point on inactive leaf.Keyed cylinder with thumb-turn on interior of active leaf.ADA compliant panic strike with tubular push/pull.Glazing: Wet seal exterior with structural silicone per manufacturer’swritten instructions.Weather Stripping: Manufacturer’s specified weather stripping installedstrictly in accordance with manufacturer’s written instructions.Installation:Installation shall be complete as intended for building use.Protect work from damage during entire course of construction.Install all storefront and entrance units plumb, level, and true to line without warpor rack of frames or sash with manufacturer’s prescribed tolerances.Weathertight Construction: Install sill members and other members in a bed ofsealant or with joint filler or gaskets, to provide weathertight construction.Coordinate installation with wall flashings and other components of construction.Provide support and anchor in place.Provide all required accessories for a complete installation.Adjust swing doors for operation in accordance with manufacturer’s writteninstructions.Clean in accordance with manufacturer’s written instructions. Remove temporarycoverings and protection of adjacent work areas. Repair or replace damagedinstalled products.Warranties:Frames Warranty: Two (2) years from Date of Substantial Completion. Submit manufacturer’s standard written warranty for Owner’s acceptance.Insulating Glass: Warranted to be free from defects (excluding breakage) for aperiod of five (5) years. Submit standard written warranty for Owner’s acceptance.EXTERIOR TILE WATERTABLECOLOR: BLUE AS SELECTEDBY ARCHITECTSTANDARD FACE BRICKALUM. ANODIZED STOREFRONT2'-6"7'-3"EXTERIOR TILE LEDGECOLOR: BLUE AS SELECTEDBY ARCHITECTSOLDIER COURSESTD. 8" CMU'SSTANDARD FACE BRICKBOND BEAM#5 REBAR CONTINUOUSTOP OFMASONRY16'-0" AFF4" CONCRETE FLOOR SLABMINUMUM TOTAL OF 4'-0"RIGID INSULATION 2" THICKTYPICAL ALL EXTERIOR FOUNDATIONS2'-4"1'-0"2'-8"TWO CONTINUOUS #5 REBARS 12" SOLID CMU'STYPICAL AT BRICK CONDITIONSSOLID 8" CMU14'-8" TOMCONTINUOUS FLASHING PER MASONRYSTANDARDSEXTERIOR TILE LEDGECOLOR: BLUE AS SELECTEDBY ARCHITECTSTANDARD FACE BRICKSTANDARD FACE BRICKSTD. 8" CMU'SSOLDIER COURSETILE DIAMOND PANELSTEEL STUD FURRINGHORIZONTAL REINF.EACH THIRD CMU COURSEEXTERIOR TILE LEDGECOLOR: BLUE AS SELECTEDBY ARCHITECTEXTERIOR TILE WATERTABLECOLOR: BLUE AS SELECTEDBY ARCHITECTSTANDARD FACE BRICKOPEN WEB STEEL JOISTS30 K 90 / 5024" O.C.TOP OFMASONRY16'-0" AFF14'-8" TOM2'-6" AFF TOM7'-3" AFF TOM10'-0 1/2" TOMHOG-BACK OR CRICKET SLOPEDTO SCUPPER. SEE ROOF PLAN.HORIZONTAL REINFORCINGEVERY 2'-0" VERTICALLYSTANDARD MASONRY BRICK-LEDGEFLASHINGMINUMUM TOTAL OF 4'-0"RIGID INSULATION 2" THICKTYPICAL ALL EXTERIOR FOUNDATIONSTWO CONTINUOUS #5 REBARS 12" SOLID CMU'STYPICAL AT BRICK CONDITIONSSOLID 8" CMUSCALE: 1" = 1'-0"1SECTION THRU SOUTH STOREFRONT WINDOWSSCALE: 1" = 1'-0"SECTION THRU TYP.NORTH WALL1'-3"1'-3"MAIN BEAM CLMAIN BEAM CLA3.4A3.4A3.42
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONNOTE:THIS COOLER SYSTEM SHALL BE A PRE-ENGINEEREDUNIT FULLY OPERATIONAL. IT SHALL BE INSTALLEDSTRICTLY ACCORDING TO MANUFACTURER'S WRITTENINSTRUCTIONS. INSTALLATION SHALL PREFERABLY BEBY THE MANUFACTURER'S SERVICE REPRESENTATIVES.THIS SHALL MEET ALL STATE AND LOCAL BUILINGCODES. CONSULT ARCHITECT WITH ANY QUESTIONSOR UNUSUAL CONDITIONS ENCOUNTERED.THE BASIS OF DESIGN IS "U.S. COOLER COMPANY"2"x6" REDWOOD(THERMAL-BREAK;AROUND PERIMETERAND DIVIDING WALLS)VINYL SCREEDINGOR 2"x2" ALUM. ANGLE6 MIL. VAPOR BARRIERTAPE ALL JOINTSCOOLER WALL PANEL4" CONCRETE SLAB4" COMPACTED FILL4" INSULATION OR COOLER FLOOR PROVIDED BY COOLER MFGR.TYPICAL EXTERIOR WALLSEE OTHER DETAILSSCALE: 1" = 1'-0"1SECTION THRU COOLER OPEN-WEB STEEL JOISTS 24" O.C.SEE OTHER DETAILS AND SPECIFICATIONSUNISTRUT HANGERS FOR ALL BULKHEADS3 5/8" STEEL STUDS 24" O.C.5/8" DRYWALL SURFACESUSPENDED ACOUSTIC CEILING AT 10'-0" AFF3 5/8" STEEL STUDS 24" O.C.5/8" DRYWALL SURFACETYPICAL BULKHEADWALK-IN COOLER SPECIFICATIONS:RefrigerationA) Walk-in Refrigerator and Freezer Construction1) General: Each panel shall consist of inner and outer metal skins, a 4” insulationcore, and be equipped with cam-action locking devices. The locking devicesshall be operable from inside the walk-in. Construction shall be as approved bythe NSF International and shall bear the NSF® Seal of Approval. All panelsshall be connected to one another by placing the tongue of the insulation coreof one panel into the groove of the core insulation of the adjacent panel. Theresultant tongue and groove joint shall be sealed at both sides by doublebarreled NSF® approved gaskets. In order to avoid future swelling and moldformation, no wood shall be permitted in the manufacture of the tongue andgroove panel profile.(a) Wall Panels: Panel insulation shall be 4” thick, high quality, extrudedpolystyrene or foamed-in-place polyurethane, modular panels joined bynot less than three (3) cam-lock devices; gasket to seal between panels;R-28 or greater for refrigerators and R-32 or greater for freezers.(b) Ceiling: Panel insulation shall be 4” thick, high quality, extrudedpolystyrene or foamed-in-place polyurethane, modular panels joined bynot less than three (3) cam-lock devices; gasket to seal between panels;R-28 or greater for refrigerators and R-32 or greater for freezers.(a) Sloped Roof Package: When specified. For use on walk-insinstalled outdoors. May be required at certain snow loads. In orderto form a sloped roof profile, suitable quantities of sloped foam shallbe provided. The foam shall be cut in a manner that uponinstallation, a ¼”:1’ slope is obtained. The membrane roof shall beincreased in size appropriately, in order to provide the additionalmaterial required to properly cover the resultant profile.(b) Roof panels shall be rated to withstand up to 90 mph winds.(c) Finishes:(i) Exterior Finishes:(a) 26 gauge tan stucco embossed galvanized steel(ii) Interior Finishes(a) Wall Panels:i. 26 gauge stucco embossed galvalume(b) Ceiling Panels:i. 26 gauge stucco embossed galvalume(c) Floors:i. 22 gauge smooth stainless steel(d) Panel Dimensions: As required for layout.2) Doors: R-25 or greater for refrigerators; R-32 or greater for freezers. Door shallbe flush mounted, positioned and hinged; provided with suitable sweep andmagnetic gaskets, door closer, one pre-wired vapor proof light fixture, lightswitch with pilot light, dial thermometer, manual internal lock override, chromeplated cam lift hinges, chrome plated door latches with strike.(i) Outdoor Units: Doors on outdoor walk-ins shall have weather protectedlight switch and door drip cap.(ii) Freezer Doors: Freezer doors shall be identical to cooler doors, butwith the addition of UL approved heater wire on all four sides. Freezerdoors shall include a heated pressure relief port in the adjacent panel.(b) Thermometer: See item specification for thermometers required for thisproject: Thermometer installed flush-mount on hinge side of door panel.(c) Digital Thermometer (optional): 3” round digital thermometer with probe,installed flush-mount on hinge side of door panel.(d) Digital Thermometer with Alarm (optional): Specifications available.3) Pressure Relief Port: Provide heated relief port in freezers.4) Lights: Per owner’s requirements.(a) Fluorescent: 4’ vapor proof; optional per customer specification.(b) Incandescent: Single bulb, vapor proof; installed on door panel.(c) LED: Single bulb or 4’ vapor proof; optional per customer specification.5) Installation: Dealer to install walk-in units.(a) Drawings and Instructions: Manufacturer shall supply a set of installationinstructions and lay-out drawing. All panels shall have panel identificationcorresponding with the lay-out drawing to facilitate rapid and accurate fielderection.B) Refrigeration System: Complete operating system consisting of a condensing unitand a evaporator coil.1) Condensing Unit:General: Condenser fan motors of under 1 h.p. must use electronically commutated(EC) motors or permanent split capacitator-type (PSP) motors; splash lubricationsystem using Mobil EAL Arctic 22 polyester synthetic refrigeration oil; oil sight glass;removable oil drain plug; label indicating oil used;(a) high/low pressure control; suction line filter; suction and discharge servicevalves and copper/brass vibration isolators; receiver with fusible plug orrelief valve; liquid line shut-off valve; sight glass; molecular sieve filterdryer; main power supply fused disconnect switch(b) Outdoor: Weather proof housing; crank case heater and low ambienttemperature controls required to insure proper and efficient operation; fancycling controls where ambient temperatures do not fall below -15°; headmaster valve and oversized, heated, insulated receiver and lines whereambient temperatures fall below -15°F.2) Evaporator Coil: Forced convection style; match to condensing unit andsuspend with air discharged parallel to the ceiling; lifetime sealed motors withinherent motor protection; evaporator fan motors of under 1 hp and less than460 volts must use electronically commutated (EC) motors; enclose coil sectionand fans within aluminum housing(a) Refrigerator: Air defrost(b) Freezer and Low Temperature Refrigerator: Electric heater and controlsfor positive automatic defrost(c) Installation: Hang using plastic or nylon fasteners; spread coil weightevenly over ceiling panels; support long span ceiling panels as required.STEEL FINAL DESIGN SHALL BE ON A DESIGN/BUILD BASIS4"x4"x3/8" ANGLE FOR SHEAR TRANSFERAND STEEL DECK SUPPORTANGLE SHALL FOLLOW ROOF SLOPEBOND BEAM HEIGHTVARIES WITH ROOF SLOPEHORIZONTAL REINFORCINGEVERY 2'-0" O.C.2" AIR SPACE4" CONCRETE FLOOR SLABSEE SPECS. AND OTHER DETAILSTOP OFMASONRY16'-0" AFFTOP OFINTERMEDIATE BONDBEAM 10'-0" AFFA3.5A3.5THIS IS TYPICAL ON ENTIRE PERIMETEROF BUILDING MASONRY
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONSTEEL JOISTS AND GIRDERSPART 1 - GENERAL1.1 SUMMARYA. THIS SECTION INCLUDES THE FOLLOWING:1. OPEN-WEB, K-SERIES STEEL JOISTS.2. JOIST GIRDERS.1.2 SUBMITTALSA. SHOP DRAWINGS: PROVIDE SHOP DRAWINGS OF ADEQUATE DETAILFOR ARCHITECT TO REVIEW PROPOSED INSTALLATION.1.3 QUALITY ASSURANCEA. MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED INMANUFACTURING JOISTS SIMILAR TO THOSE INDICATED FOR THISPROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICEPERFORMANCE.1. MANUFACTURER MUST BE CERTIFIED BY SJI TO MANUFACTUREJOISTS COMPLYING WITH SJI STANDARD SPECIFICATIONS ANDLOAD TABLES.B. WELDING (IF USED): QUALIFY PROCEDURES AND PERSONNELACCORDING TO AWS D1.1, "STRUCTURAL WELDING CODE--STEEL," ANDAWS D1.3, "STRUCTURAL WELDING CODE--SHEET STEEL."1.4 DELIVERY, STORAGE, AND HANDLINGA. DELIVER, STORE, AND HANDLE JOISTS AS RECOMMENDED IN SJI'S"SPECIFICATIONS."PART 2 - PRODUCTS2.1 MATERIALSA. STEEL: COMPLY WITH SJI'S "SPECIFICATIONS" FOR CHORD AND WEBMEMBERS.2.2 PRIMERSA. PRIMER: SSPC-PAINT 15, TYPE I, RED OXIDE; FS TT-P-636, RED OXIDE;OR MANUFACTURER'S STANDARD SHOP PRIMER COMPLYING WITHPERFORMANCE REQUIREMENTS OF EITHER OF THESE RED-OXIDEPRIMERS.2.3 STEEL JOISTSA. MANUFACTURE STEEL JOISTS ACCORDING TO SJI'S "SPECIFICATIONS,"WITH STEEL-ANGLE TOP- AND BOTTOM-CHORD MEMBERS, AND ASFOLLOWS:1. MANUFACTURE K-SERIES STEEL JOISTS ACCORDING TO"STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K-SERIES," WITH STEEL-ANGLE TOP- AND BOTTOM-CHORDMEMBERS, UNDERSLUNG ENDS, AND PARALLEL TOP CHORD.B. COMPLY WITH AWS REQUIREMENTS AND PROCEDURES FOR SHOPWELDING, APPEARANCE, QUALITY OF WELDS, AND METHODS USED INCORRECTING WELDING WORK.2.4 JOIST GIRDERSA. MANUFACTURE JOIST GIRDERS ACCORDING TO "STANDARDSPECIFICATIONS FOR JOIST GIRDERS," IN SJI'S "SPECIFICATIONS,"WITH STEEL-ANGLE TOP- AND BOTTOM-CHORD MEMBERS; WITH ENDAND TOP-CHORD ARRANGEMENTS INDICATED.B. COMPLY WITH AWS REQUIREMENTS AND PROCEDURES FOR SHOPWELDING, APPEARANCE, QUALITY OF WELDS, AND METHODS USED INCORRECTING WELDING WORK.2.5 JOIST ACCESSORIESA. BRIDGING: PROVIDE BRIDGING ANCHORS AND NUMBER OF ROWS OFHORIZONTAL OR DIAGONAL BRIDGING OF MATERIAL, SIZE, AND TYPEREQUIRED BY SJI'S "SPECIFICATIONS" FOR TYPE OF JOIST, CHORDSIZE, SPACING, AND SPAN.B. BRIDGING: SCHEMATICALLY INDICATED. DETAIL AND FABRICATEACCORDING TO SJI'S "SPECIFICATIONS."C. SUPPLY MISCELLANEOUS ACCESSORIES, INCLUDING SPLICE PLATESAND BOLTS REQUIRED BY JOIST MANUFACTURER TO COMPLETE JOISTINSTALLATION.PART 3 - EXECUTION3.1 INSTALLATIONA. DO NOT INSTALL JOISTS UNTIL SUPPORTING CONSTRUCTION IS INPLACE AND SECURED.B. INSTALL JOISTS AND ACCESSORIES PLUMB, SQUARE, AND TRUE TOLINE; SECURELY FASTEN TO SUPPORTING CONSTRUCTIONACCORDING TO SJI'S "SPECIFICATIONS," JOIST MANUFACTURER'SWRITTEN RECOMMENDATIONS, AND REQUIREMENTS IN THIS SECTION.C. BOLT JOISTS TO SUPPORTING STEEL FRAMEWORK USING CARBON-STEEL BOLTS, UNLESS OTHERWISE INDICATED.END OF SECTION 05210COLUMN PER PLAN3/4"x10"x10" @ TS 6x6BASE PLATE1 1/2"1 1/2"PLANELEVATION1 1/2"1 1/2"BOLTS (A36)(4) - 3/4"Ø ANCHOR2" NON-SHRINKGROUT6" PROJ.COLUMN BASETYPICAL TUBESCALE: 1/4" = 1'-0"#5 REBARS 12" O.C.2'-8"1'-0""L" #5'S IN EACH CORNEROF PIER4" CONCRETE SLABSEE SPECS. AND DETAILS6"x6"x3/8" TUBE STEEL COLUMNS(TYPICAL ALL)SCALE: 1/4" = 1'-0"TYPICAL COLUMN FOOTER4'-0"#5 REBARS 12" O.C.TYPICAL ALL"L" #5'S IN EACH CORNEROF PIER24" SQUARE PIER4'-0"4'-0"STEEL FRAMING GENERAL NOTES:MISCELLANEOUS:Any additional work such as canopies, overhangs, sunshades or otherarchitectural features requiring structural decisions and not certified by GordonClark must be indicated on shop drawings certified by a professional engineerlicensed to practice in the state of Indiana.STRUCTURAL STEEL:Structural steel detailing, fabrication and erection shall conform to the AISC“Specification for the Design, Fabrication, and Erection of Structural Steel forBuildings” latest edition with amendments, and the current AISC “Code ofStandard Practice for Steel Buildings”.Structural steel tubes and pipe shapes shall conform to ASTM A500 Grade 46.Structural steel rolled shapes, except plates and angles, shall conform toASTM A500 Grade 45.Anchor bolts shall conform to ASTM F1554 Grade 36, unless otherwise noted.Erector shall maintain adequate temporary bracing in each direction untildiaphragm and lateral brace construction is completed.Unless otherwise noted, bolted connections for structural steel members shallbe made with ¾” diameter high strength steel bolts conforming to ASTM A325.Except as noted, bolted connections shall be tightened to the snug tightcondition. Bolted connections where used in brace elements shall be tightenedusing the turn-of-nut condition. Connections shall conform to the “Specificationfor Structural Joints using ASTM A325 or A490 Bolts”, approved by theResearch Council on Structural Connections of the Engineering Foundation.Welding procedures shall conform to the latest edition of the American WeldingSociety’s “Structural Welding Code for Steel ANSI / AWS D1.1”, ReinforcingSteel ANSI / AWS D1.4, and Steet Steel ANSI / AWS D1.3”.Splicing of structural steel members where not detailed on the ContractDocuments is prohibited without the prior approval of the architect as tolocation, type of splice and connection to be made.Surfaces within 2 inches of any field weld shall be free of materials that wouldprevent proper welding or produce toxic fumes while welding is being done.Beams shall be cambered upward unless indicated otherwise.Structural steel shall be shop-painted with a rust inhibiting primer. Steel thatshall be exposed to the weather shall receive one additional finish coat.Field measure steel prior to fabrication as often as possible.Shop drawings shall be reviewed by the Architect for design conceptsexpressed in the Contract Documents only. The Contractor shall beresponsible for all dimensions, accuracy, and fit of work.DESIGN DATA:The building structural has been designed in accordance with the 2012 IndianaBuilding Code.Roof Loads: Dead Load: 13 psf Live Load: 20 psf Ground Snow Load (Pg): 20 psf- Flat Roof Snow Load: (Pf): 20 psf- Snow Exposure factor (Ce): 1.0- Snow Load Importance Factor: (ls): 1.0- Thermal Factor (Ct): 1.0Wind Design Data: Basic Wind Speed (3 second gust): 115 mph ULT; 90 mph Nominal Risk Category: II Wind Exposure Category: C Internal Pressure Coefficient: +/- .18 Base Wind Pressure: 18.8 psfSeismic Design Data: Risk Category: II Seismic Site Class: D 0.2 sec. Mapped MCE Ground Motion (Ss): 0.148 1.0 sec. Mapped MCE Ground Motion (S1): 0.082 0.2 sec. 5% Damped Spectral Response Acceleration (Sds): 0.157 1.0 sec. 5% Damped Spectral Response Acceleration (Sd1): 0.131 Seismic Design Category: B Basic structural and seismic resisting system: Ordinary System NotSpecifically Detailed for Seismic Resistance. Analysis Procedure: Equivalent lateral force procedure Response Modification Coefficient ®: 3 Seismic response Coefficient (Cs): .052Slab Capacity: Post Load = 16K (Min. Base = 4” x 3”) Uniform Loading = 1.0 K/sf Back-to-Back Post Load = 12K (Min. Base = 4”x3”)A4.1
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONADA TRANSACTIONPULL OUT DRAWER WITHMIN. 30" WIDE x 24" DEEP FOOTPRINTDRAWERPOS BY OTHERS POS BY OTHERSSECURITY GLASS INSTALLATION BY OTHERSNOT PART OF WORK OF THIS SET OF DOCUMENTSSCALE: 1/2" = 1'-0"ELEVATION OF CASHIER AREAOWNER'S OPTION. VERIFY.3 COMPARTMENT SINKFRP OR OTHER NON-ABSORBENT SURFACEHAND SINK / 3 COMPARTMENT SINK / AND MOP SINK ELEVATIONSCALE: 1/2" = 1'-0"MOP SINKWATER HEATERABOVEHAND SINKADA URINALADA WCADA SINK60" x 60" CLEAR SPACE30" x 48"CLEAR SPACE48" x 30"CLEAR SPACEADA WCADA SINK48" x 30"CLEAR SPACE60" x 60" CLEAR SPACESCALE: 1/2" = 1'-0"ADA URINALADA WCRESTROOM INTERIOR ELEVATIONSSCALE: 1/2" = 1'-0"RESTROOM DETAIL FLOOR PLAN7'-6"4 3/4"6'-3"4 3/4"COOLER WALLSSEE SPECIFICATIONS7'-10"3/0 x 7/0 HM FRAMEFLUSH WOOD DOORACCESSIBILITY REQUIREMENTS:MIRRORS:MIRRORS SHALL BE FLAT AGAINST THE WALL, WITH THE BOTTOMOF THE MIRROR SURFACE NO MORE THAN 40 INCHES ABOVEFINISH FLOOR. THE TOP EDGE OF THE MIRROR SURFACE SHALLBE A MINIMUM OF 74 INCHES ABOVE FINISH FLOOR.LAVATORIES AND SINKS:WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKSSHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECTAGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVESURFACES UNDER LAVATORIES AND SINKS.ACCESSIBLE TOILET WATER CLOSETS:CENTERLINE OF WATER CLOSET SHALL BE 16” MINIMUM TO 18”MAXIMUM FROM THE SIDEWALL OR PARTITION.CONTRACTOR SHALL CONFIRM IN THE FIELD THAT THECLEARANCES IN A WATER CLOSET STALL SHALL BE 60 INCHESMINIMUM MEASURED PERPENDICULAR FROM THE SIDEWALL ANDREAR WALL. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BELOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE.NOTIFY ARCHITECT IMMEDIATELY IF AN OBSTRUCTIONCONFLICTS WITH THE ABOVE REQUIREMENTS.HEIGHT: THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE17 INCHES MINIMUM TO 19 INCHES MAXIMUM MEASURED TO THETOP OF THE TOILET SEAT. SEATS SHALL NOT BE SPRUNG TORETURN TO A LIFTED POSITION.FLUSH CONTROLS SHALL BE LOCATED ON THE TRANSFER SIDEOF THE WATER CLOSET.ACCESSIBLE URINALS:URINALS SHALL BE WALL-HUNG TYPE WITH THE RIM 17 INCHESMAXIMUM ABOVE FINISH FLOOR. URINALS SHALL PROVIDE AMINIMUM DEPTH OF 13 1/3 INCHES MEASURED FROM THE OUTERFACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE.CONFIRM THAT THERE IS CLEAR FLOOR SPACE OF 48 INCHESPERPENDICULAR FROM REAR WALL OF URINAL, AND 30 INCHESCENTERED ON ACCESSIBLE URINAL. IF A CONFLICT IS PRESENT,NOTIFY ARCHITECT.GRAB BARS:GRAB BARS SHALL BE INSTALLED STRICTLY ACCORDING TOARCHITECT’S DRAWING SHOWING ACCESSIBILITY DIMENSIONSOR THE LATEST ADA REQUIREMENTS, WHICHEVER IS STRICTER.WHERE WALL SPACE PERMITS, A 36 LONG GRAB BAR SHALL BEINSTALLED ON THE REAR WALL OF THE WATER CLOSET AREA,WITH THE ADDITIONAL LENGTH ON THE TRANSFER SIDE OF THEWATER CLOSET.GENERAL TOILET ROOM ELEMENTS:IF SOAP AND TOWEL DISPENSERS ARE PROVIDED, THEY MUST BELOCATED WITHIN THE REACH RANGES IN ADA STANDARDS.TYPICALACCESSIBLE TOILET1'-5"2'-0"3'-0"39" - 41"ACCESSIBLE TOILETTYPICAL1'-6"1'-5"2'-0"3'-0"39" - 41" 1'-6"TYPICALSTANDARD TOILET1'-3"2'-0"TYPICALSTANDARD TOILET2'-0"TYPICALACCESSIBLE URINAL1'-6"TYPICALSTANDARD URINAL2'-0"TYPICALACCESSIBLE LAVATORY2'-10" MAX.3'-4" MAX TO BOTTOM OF MIRRORTYPICALSTANDARD LAVATORY2'-10"3'-4" MAX TO BOTTOM OF MIRROR6'-0" MIN. TO TOP OF MIRROR4'-0"FIRE EXTINGUISHERWITH CABINET4'-0"FIRE EXTINGUISHER2'-9"WATER COOLERACCESSIBLE3'-0"WATER COOLER5'-6"COAT HOOKS3'-6"PUSH PLATESHEIGHTCOUNTER3'-0"PAPER TOWEL DISPENSER1'-0"6'-8"80" AFF TO CENTERLINEHORN AND/OR STROBE4'-0"WALL SWITCHESINSTALL ALL REQUIRED BLOCKING IN WALL FORGRAB BARS, MIRRORS, AND ACCESSORIES9 FT8 FT7 FT6 FT5 FT4 FT3 FT2 FT1 FTFLOORLINE5'-0"REQUIRED CLEAR SPACEWITH NO ENCROACHMENT1'-6"5'-0"REQUIRED CLEAR SPACEWITH NO ENCROACHMENT1'-6"1'-3"MIN.1'-3"MIN.1'-3"MIN.30" x 48" CLEAR FLOORSPACE IN FRONT OF LAV39" - 41"4'-6"1'-0" 3'-6"8"6"3'-0"BOTTOM OF MIRRORA4.2A4.2A4.2A4.2A4.21234ADA WC
60" MIN
24"
MIN30" MIM 36" MIN
48" MAX
FOR ACCESSIBLE USE
3'-0"
48"18" MIN
11"
56" MIN WALL HUNG
59" MIN FLOOR MOUNT3'-2"
PUSH PLATES,
HANDLES
& PUSH BARS
48"VIEWERS/SIGNAGE
4'-0"17'-19"DEAD BOLTS
5'-0"19" MIN
3'-4" MAX
3'-3 1/2" MAX
2'-7"
2'-3"
9"
33"-36"
39"-41"
33"-36"
1 1/2"
CLR
17" MIN
19" MIN
3'-2 5/8"
60" MIN4'-0" MAX
MAXIMUM SIDE REACH
1'-5"
42" MIN*
54" MIN
4'-0"
42" MIN**AT TOP OF CABINET
1/4"
3'-6"
48" MIN
48" MIN *
48" MAX
9" MIN.
60" MIN
27" MIN.
34" MAX.29" MIN.
40" MAX.
TO BOTTOM OF
5'
60" MIN48" MIN
REFLECTING SURFACE
60" MIN
X > 842" MIN
5'-0"
48"48" MIN
2'-6"
X > 84'-0"
60" MIN
48" MIN
2'-4"
2'-6"
4'-0"
15" MIN
60" MIN
7'-0"4'-0" MAXMAXIMUM SIDE REACH 1/4" MAX.5'-0"3'-8" AT ADA STALL9"48" MAX
4'-6"MIN.4'-0"10"39"-41"1'-0"3'-6"MIN.CL6"1'-0"MIN.3'-0"MIRROR2'-6"MAX.17"-19"7"4'-0"4'-0"WC1'-6"WCURINALFECFE8"MIN.KNEE CLEARANCE6"MAX17" MIN.TOE CLEARANCEA. FORWARD REACH TO WALLMOUNTED OBJECTSCL1'-6" 1'-6" 9"ACCESSIBLE SIGNAGEFOR RESTROOMS ORTACTILE EXIT SIGN ATEXIT LOCATIONS8" MAXLCLMIRRORCLB.O. FRAMECLCLCLA. FORWARD REACH TOWALL MOUNTED OBJECTS4'-0"BABY CHANGING TABLEFixture and Accessory Mounting HeightsNTS(A-G) MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS48" MIN16"-18" 16"-18"(A) FRONT APPROACHPULL SIDE18"MIN(B) FRONT APPROACHPUSH SIDE12"MIN** IF BOTHCLOSER ANDLATCH ARPROVIDED(C) HINGE APPROACHPULL SIDE(1-2) MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS(1) FRONT APPROACH (2) SIDE APPROACHCOMPRESSED CARPET1/4" MAX. BELOWTHRESHOLD36" MIN1/2" MAX.PILEHEIGHTTRANSITION BETWEEN FLOOR FINISHES60" MINCLEARFLOORSPACE60" MIN.CLEARFLOORSPACE60" MIN12"42" MIN60" MIN17" MIN.CLEAR FLOOR SPACES(X-Z) TWO DOORS IN A SERIES(G) LATCH APPROACHPUSH SIDE19" MAX.NOTE:12"MIN36" MIN12"MINPROVIDE PRIVACY DOOR LOCK WHEN IT IS APRIVATE TOILET OR FOR UNISEX USE.24"MIN*48" MIN IFCLOSER ISPROVIDED(X)60" MIN(Y)DOORWIDTH48" MINDOORWIDTH(Z)48" MINDOORWIDTHNOTES:1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICALCHANGE AT EDGE.2. 1:2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER1/4" VERTICAL LEVEL CHANGE.3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE.LEVEL CHANGESMIN*22"MIN(D) HINGE APPROACHPULL SIDE(E) HINGE APPROACHPUSH SIDE* IF BOTHCLOSER ANDLATCH AREPROVIDED** 48" MIN IFBOTH CLOSERAND LATCHPROVIDED(F) LATCH APPROACHPULL SIDE(a) PULL SIDE* 54" MIN IFCLOSER ISPROVIDED24"MIN18"MIN(b) PUSH SIDE (c) PUSH SIDE, DOORPROVIDED WITH BOTHCLOSER AND LATCH1/2"12"MINTHRESHOLD1/4"MAX.MAX.THRESHOLDFIN. FLOORLEVELClear Floor SpaceNTSManeuvering Clearances at DoorsNTSThreshold DetailsNTS36"36"DETAIL1/4" 3/4"TYPICAL DETECTABLEWARNING TILES @CURB RAMPS - SEETYPICALACCESSIBILITYNOTES SHEET FORMORE INFO.GROOVED WARNING BORDERDEPRESSCURB 1", ASREQ.36"LINE OF CURBAS OCCURSLINE OF FRONTOF REQ'DPARKING SPACE.1:10 MAX.SLOPE(TYPICAL)CURB RAMP DETAILSExterior Ramp DetailsNTSLINE OFOBSTRUCTION OREDGE OF WALKAREA AS OCCURS,TYP.36" 60"1:12 SLOPEMAX. TYP.4. EXPOSED HOT WATER PIPE AND DRAIN PIPE ON LAVATORY SHALL BE INSULATED OR OTHERWISESURFACES UNDER THE LAVATORY.5. FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING OF THE WRIST . LEVER-OPERATED, PUSH TYPE AND ELECTRONICALLYCONTROLLED ARE ACCEPTABLE. SELF CLOSING VALVES SHALL REMAIN OPEN 10 SEC. MIN.6. G.C. IS TO PROVIDE WOOD BLOCKING IN WALL AT MOUNTING POINTS OF ACCESSORIES TYPICAL.7. ACCESSIBLE RESTROOM SIGNAGE AND SIGNS ON DOORS PROVIDED BY GC.General NotesNTS1. ALL SIGNAGE AND PICTOGRAMS SHALL COMPLY WITH CHAPTER 7 OF ANSI A117.1-2009.2. ALL DOORS SHALL COMPLY WITH SECTION 404 OF ANSI A117.1-2009.3. FLUSH CONTROL SHALL BE MOUNTED NO HIGHER THEN 44" A.F.F. AND SHALL BE OPERABLE WITHONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONA4.3
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONA. Deliver materials to the project site clearly marked for properidentification.B. Receive, handle and store materials in conformance with themanufacturers printed instructions.1.2.as beams or trusses.Position bundles of tubing parallel to the slope of the roofand block prior to opening to prevent the tubing from rollingdown the roof slope when unbundled.PART 2 - PRODUCTS2.1 PERFORMANCE REQUIREMENTSA. Design Loads: Comply with Building Code for site location andbuilding height.1.2.Design to resist ASCE 7 - Minimum Design Loads forBuildings and Other Structures, using the latest publishedASCE version.Design all materials, assembly and attachments to resistsnow, wind, suction and uplift loading at any point withoutdamage or permanent set.B. Structural Design: Prepare structural design calculations forscreen framing and attachment to structure including reactions atbase supports for verification of roof structure by Architect.C. All welds to be performed by an AWS certified welder. Validcertification to be provided.2.2 MANUFACTURERSA. Proposed Manufacturer: RoofScreen Mfg., which is located at:347 Coral St.; Santa Cruz, CA 95060; Toll Free Tel: 866-766-3727; Tel: 831-421-9230; Fax: 866-253-0738; Email: request info(info@roofscreen.com); Web: www.roofscreen.com.2.3 FABRICATIONA. Fit and shop assemble items in largest practical sections, fordelivery to site.B. Fabricate items with joints tightly fitted and secured.C. Supply components required for anchorage of fabrications.Fabricate anchors and related components of same material andfinish as fabrication, except where specifically noted otherwise.D. Fabricate system components so that portions of screen can bedismantled for repairs to equipment being screened and forfuture roof replacement.E. Trim and Closures: Fabricated from 24 gauge metal and finishedwith the manufacturer’s standard coating system.PART 3 - EXECUTION3.1 EXAMINATIONA. If preparation is the responsibility of another installer, notifyArchitect of unsatisfactory preparation before proceeding.B. Do not begin installation until conditions have been properlyprepared.3.2 INSTALLATIONA.B.Install in accordance with manufacturer's instructions.Install components plumb and level, accurately fitted, free fromdistortion or defects.C. Anchor fabrications to structure as indicated.D. Separate dissimilar metals and use gasketed fasteners, isolationshim, or isolation tape to eliminate possibility of corrosive orelectrolytic action between metals.E. Exercise care when installing components so as not to damagefinish surfaces. Touch up as required to repair damaged finishes.F.Install flashing boots at base supports as required to provide awatertight connection. Install as recommended by the roofmembrane manufacturer.G. Remove all protective masking from material immediately afterinstallation.3.3 CLEANING AND PROTECTIONA. Replace metal wall panels and framing members that have beendamaged or have deteriorated beyond successful repair by finishtouchup or similar minor repair procedures.A. Stand-alone roof equipment screens and supporting steelframework. Screens shall be designed to attach to the roofstructure and not the equipment being screened.B. Roof screen accessories.1.2 RELATED SECTIONSA. Roof Top HVAC Equipment.1.3 COORDINATIONA. Coordinate Work with other operations and installation of roofingmaterials to avoid damage to installed insulation and membranematerials.1.4 ACTION SUBMITTALSA. Product Data: Manufacturer's data sheets on each product to beused, including:1.2.3.Preparation instructions and recommendations.Storage and handling requirements and recommendations.Installation methods.B. Shop Drawings: Layout and erection drawings showing typicalcross sections and dimensioned locations of all frames and basesupports. Include erection drawings, elevations, and detailswhere applicable. Indicate welded connections using standardAWS A2.4 welding symbols. Indicate net weld lengths.1.5 INFORMATIONAL SUBMITTALSA. Design Calculations: 3 copies of structural design calculations forstructural components and components resisting wind loads withseal and signature of professional engineer licensed in the Stateof IndianaB. Manufacturer's Certificates: Certify products meet or exceedspecified requirements.C. Warranties: 3 signed copies.1.6 DELIVERY, STORAGE, AND HANDLINGROOF SCREENS:FOR PERMITTING AND CONSTRUCTIONRMA4.4
ELECTRICAL SYSTEM GROUNDING REQUIREMENTS:STRICTLY FOLLOW NEC 250.50 AND 250.52.INSTALL GROUNDING ELECTRODE ACCORDING TO THE FOLLOWING LIST:WATER PIPE IF 10 FEET OR MORE OF METAL WATER PIPE IS IN CONTACTWITH THE EARTH.METAL FRAME OF THE BUILDING OR STRUCTURE WHERE ANY OF THEFOLLOWING FOUR METHODS ARE USED TO MAKE AN EARTHCONNECTION:1. CONCRETE-ENCASED ELECTRODE IN AT LEAST 2 INCHES OFCONCRETE LOCATED WITHIN OR NEAR THE BOTTOM OF ACONCRETE FOUNDATION OR FOOTING THAT IS IN INDIRECTCONTACT WITH THE EARTH.2. GOUND RING ENCIRCLING THE BUILDING OR STRUCTURE INDIRECT CONTACT WITH THE EARTH.3. ROD OR PIPE ELECTRODE NOT LESS THAN 8 FEET IN LENGTH.4. OTHER LOCAL UNDERGROUND SYSTEMS SUCH AS PIPING,UNDERGROUND TANKS AND UNDERGROUND WELL CASING.COMMUNICATIONS EQUIPMENT: COMMUNICATIONS EQUIPMENT SHALL BEGROUNDED TO BUILDING GROUNDING ELECTRODE SIMILAR TO OTHERELECTRICAL EQUIPMENT. FOLLOW NEC 800.100 (B).ALL GROUNDING ELECTRODES THAT ARE PRESENT AT THIS BUILDINGSTRUCTURE SHALL BE BONDED TOGETHER TO FORM THE GROUNDINGELECTRODE SYSTEMS.BOND ALL GROUNDING ELECTRODES THAT ARE PRESENT AT THISBUILDING STRUCTURE TOGETHER TO FORM THE GROUNDINGELECTRODE SYSTEM. GROUNDING ELECTRODES THAT MAY BE PRESENTAT THIS BUILDING INCLUDE GROUNDING ELECTRODE RODS, CONCRETEENCASED ELECTRODES SUCH AS BUILDING FOUNDATION REBAR,UNDERGROUND METAL WATER PIPES, AND METAL FRAME OF THEBUILDING INCLUDING STRUCTURAL STEEL COLUMNS.SEE GROUNDING DETAIL THAT IS A PART OF DRAWINGS OF THIS SET.NOT PERMITTED:METAL UNDERGROUND GAS PIPING.ALUMINUM ELECTRODESMASONRY SPECIFICATION AND REQUIREMENTS: UNIT MASONRY SPECIFICATIONS AND REQUIREMENTS: SECTION 04810 - UNIT MASONRY ASSEMBLIESo THIS SECTION INCLUDES UNIT MASONRY ASSEMBLIES CONSISTINGOF THE FOLLOWING: CONCRETE MASONRY UNITS. MORTAR AND GROUT. REINFORCING STEEL. MASONRY JOINT REINFORCEMENT. TIES AND ANCHORS. EMBEDDED FLASHING. MISCELLANEOUS MASONRY ACCESSORIES.QUALITY ASSURANCE:o COMPLY WITH “SPECIFICATIONS FOR MASONRYCONSTRUCTION” ACI 530.1/ASCE 6.88, MOST CURRENTEDITION. CONCRETE MASONRY UNITS (CMU’S) FOR ALLFINISHING SHALL CONFORM TO ASTM C90. DELIVERY, STORAGE, AND HANDLINGo STORE MASONRY UNITS AND RELATED PRODUCTS ON ELEVATEDPLATFORMS IN A DRY LOCATION. IF UNITS ARE NOT STORED INAN ENCLOSED LOCATION, COVER TOPS AND SIDES OF STACKSWITH WATERPROOF SHEETING, SECURELY TIED. IF UNITSBECOME WET, DO NOT INSTALL UNTIL THEY ARE DRY. PROJECT CONDITIONSo PROTECTION OF MASONRY: DURING CONSTRUCTION, COVERTOPS OF WALLS, PROJECTIONS, AND SILLS WITH WATERPROOFSHEETING AT END OF EACH DAY'S WORK. COVER PARTIALLYCOMPLETED MASONRY WHEN CONSTRUCTION IS NOT INPROGRESS.o STAIN PREVENTION: PREVENT GROUT, MORTAR, AND SOIL FROMSTAINING THE FACE OF MASONRY TO BE LEFT EXPOSED ORPAINTED. IMMEDIATELY REMOVE GROUT, MORTAR, AND SOILTHAT COME IN CONTACT WITH SUCH MASONRY.o COLD-WEATHER REQUIREMENTS: DO NOT USE FROZENMATERIALS OR MATERIALS MIXED OR COATED WITH ICE ORFROST. DO NOT BUILD ON FROZEN SUBSTRATES. REMOVE ANDREPLACE UNIT MASONRY DAMAGED BY FROST OR BY FREEZINGCONDITIONS. COMPLY WITH COLD-WEATHER CONSTRUCTIONREQUIREMENTS CONTAINED IN SECTION 2104.3 OF THEUNIFORM BUILDING CODE.o HOT-WEATHER REQUIREMENTS: PROTECT UNIT MASONRYWORK WHEN TEMPERATURE AND HUMIDITY CONDITIONSPRODUCE EXCESSIVE EVAPORATION OF WATER FROM MORTARAND GROUT. PROVIDE ARTIFICIAL SHADE AND WIND BREAKSAND USE COOLED MATERIALS AS REQUIRED. PRODUCTS CONCRETE MASONRY UNITSo GENERAL: PROVIDE SHAPES INDICATED AND AS FOLLOWS: PROVIDE SPECIAL SHAPES FOR LINTELS, CORNERS,JAMBS, SASH, CONTROL JOINTS, HEADERS, BONDING, ANDOTHER SPECIAL CONDITIONS. PROVIDE CORNER UNITS FOR OUTSIDE CORNERS, UNLESSOTHERWISE INDICATED.o CONCRETE MASONRY UNITS: UBC STANDARD 21-4 AND ASFOLLOWS: EXPOSED FACES: MANUFACTURER'S STANDARD COLORSMOOTH FACE UNITS NOT CHIPPED OR DAMAGED. REINFORCING STEELo UNCOATED STEEL REINFORCING BARS: ASTM A 615/A 615M;ASTM A 616/A 616M, INCLUDING SUPPLEMENT 1; ORASTM A 617/A 617M, GRADE 60. MASONRY JOINT REINFORCEMENTo GENERAL: UBC STANDARD 21-10 AND AS FOLLOWS: PROVIDE IN LENGTHS OF NOT LESS THAN 10 FEET, WITHPREFABRICATED CORNER AND TEE UNITS WHEREINDICATED. TIES AND ANCHORS, GENERALo GENERAL: FOLLOW BEST MASONRY PRACTICES. CONSULT WITHARCHITECT IF NEEDED. EMBEDDED FLASHING MATERIALS METAL FLASHING: FOLLOW BEST MASONRY PRACTICES FOR BOTHEXPOSED AND CONCEALED FLASHING. SUBPARAGRAPH BELOW IS ANEXAMPLE ONLY; REVISE IF OTHER LAMINATED PRODUCTS AREREQUIRED. EXAMINATIONo BEFORE INSTALLATION, EXAMINE ROUGH-IN AND BUILT-INCONSTRUCTION TO VERIFY ACTUAL LOCATIONS OF PIPINGCONNECTIONS. INSTALLATION, GENERAL DRAW BLOCKS FROM MORE THAN ONE PALLET AT A TIME DURINGCONSTRUCTION. ALL EXTERIOR MORTAR SHALL INCLUDE W.R. GRACEDRY-BLOCK WATER-REPELLANT ADDITIVE ADDED TO EACH BATCH INTHE APPROPRIATE DOSAGE RATES FOR MORTAR BEING USED. USEADDITIVE STRICTLY IN CONFORMANCE WITH MANUFACTURER’SWRITTEN INSTRUCTIONS. LAY UNITS USING BEST MASONRY PRACTICES. LAY ALL BLOCKLEVEL. PLUMB, AND TRUE. USE ONLY QUALITY UNITS, WITH NODAMAGE. UNITS SHALL HAVE UNIFORM, 3/8” JOINTS BOTHHORIZONTALLY AND VERTICALLY ON THE FINISHED SIDE OF THE WALL.TOOL JOINTS NEATLY AFTER THEY ARE FINGER-HARD TO MAK THEMSTRAIGHT AND UNIFORM. SIZE AND PLACE CUT PIECESAPPROXIMATELY TO MAINTAIN CONSISTENCY AND BOND. COMPLETEMASONRY CONSTRUCTION USING PROCEDURES AND WORKMANSHIPCONSISTENT WITH THE BEST MASONRY PRACTICES. CONSTRUCTION TOLERANCESo COMPLY WITH TOLERANCES IN ACI 530.1/ASCE 6/TMS 602 CONTROL AND EXPANSION JOINTSo GENERAL: INSTALL CONTROL AND EXPANSION JOINTS IN UNITMASONRY WHERE INDICATED.OR WHERE REQUIRED BY BESTMASONRY STANDARDS. BUILD-IN RELATED ITEMS AS MASONRYPROGRESSES. DO NOT FORM A CONTINUOUS SPAN THROUGHMOVEMENT JOINTS UNLESS PROVISIONS ARE MADE TOPREVENT IN-PLANE RESTRAINT OF WALL OR PARTITIONMOVEMENT. REPAIRING, POINTING, AND CLEANINGo NO CHIPPED, BROKEN, OR DEFORMED CONCRETE BLOCK SHALLBE ACCEPTED IN EXPOSED BLOCK AREAS. CONTRACTOR SHALLREPLACE BLOCK, WHICH DOES NOT MEET THESESPECIFICATIONS, AT CONTRACTOR’So COMPLETED WALLS WITH A DETERGENT MASONRY CLEANER STRICTLYFOLLOWING MANUFACTURER’S WRITTEN INSTRUCTIONS, INCLUDINGTHOROUGH RINSING. DO NOT USE ACIDS OR ABRASIVES ON FINISHEDSURFACES. FOR STUBBORN MASONRY STAINS OR SMEARS, A 3:1 SOLUTION OFSURE KLEAN BURNISHED CUSTOM MASONRY CLEANER BY PROSOCO MAY BEUSED AS LONG AS WALLS RE THOROUGHLY WETTED BEFORE APPLYING THECLEANING SOLUTION AND THROUGHLY RINSED WITH CLEAN WATERIMMEDIATELY AFTER WASHING. FAILURE TO FOLLOW MANUFACTURER’SINSTRUCTIONS CAN RESULT IN PERMANENT DAMAGE TO THE FINISHED FACESAND CAN RESULT IN CONTRACTOR-REPLACEMENT. DO NOT POWER WASH.O PROTECTION DURING CONSTRUCTION: COVER WALLS EACH DAY AFTERINSTALLATION TO KEEP OPEN WALLS PROTECTED AND DRY. AFTER UNITS AREINSTALLED THEY SHOULD BE PROTECTED FROM DAMAGE BY OTHER TRADESPREFORMING OPERATIONS THAT CAN STAIN OR OTHERWISE DAMAGE THEFINISHED SURFACES. EXAMINATIONo BEFORE INSTALLATION, EXAMINE ROUGH-IN AND BUILT-INCONSTRUCTION TO VERIFY ACTUAL LOCATIONS OF PIPINGCONNECTIONS. INSTALLATION, GENERAL DRAW BLOCKS FROM MORE THAN ONE PALLET AT A TIME DURINGCONSTRUCTION. ALL EXTERIOR MORTAR SHALL INCLUDE W.R. GRACEDRY-BLOCK WATER-REPELLANT ADDITIVE ADDED TO EACH BATCH INTHE APPROPRIATE DOSAGE RATES FOR MORTAR BEING USED. USEADDITIVE STRICTLY IN CONFORMANCE WITH MANUFACTURER’SWRITTEN INSTRUCTIONS. LAY UNITS USING BEST MASONRY PRACTICES. LAY ALL BLOCKLEVEL. PLUMB, AND TRUE. USE ONLY QUALITY UNITS, WITH NODAMAGE. UNITS SHALL HAVE UNIFORM, 3/8” JOINTS BOTHHORIZONTALLY AND VERTICALLY ON THE FINISHED SIDE OF THE WALL.TOOL JOINTS NEATLY AFTER THEY ARE FINGER-HARD TO MAK THEMSTRAIGHT AND UNIFORM. SIZE AND PLACE CUT PIECESAPPROXIMATELY TO MAINTAIN CONSISTENCY AND BOND. COMPLETEMASONRY CONSTRUCTION USING PROCEDURES AND WORKMANSHIPCONSISTENT WITH THE BEST MASONRY PRACTICES. CONSTRUCTION TOLERANCESo COMPLY WITH TOLERANCES IN ACI 530.1/ASCE 6/TMS 602 CONTROL AND EXPANSION JOINTSo GENERAL: INSTALL CONTROL AND EXPANSION JOINTS IN UNITMASONRY WHERE INDICATED.OR WHERE REQUIRED BY BESTMASONRY STANDARDS. BUILD-IN RELATED ITEMS AS MASONRYPROGRESSES. DO NOT FORM A CONTINUOUS SPAN THROUGHMOVEMENT JOINTS UNLESS PROVISIONS ARE MADE TOPREVENT IN-PLANE RESTRAINT OF WALL OR PARTITIONMOVEMENT. REPAIRING, POINTING, AND CLEANINGo NO CHIPPED, BROKEN, OR DEFORMED CONCRETE BLOCK SHALLBE ACCEPTED IN EXPOSED BLOCK AREAS. CONTRACTOR SHALLREPLACE BLOCK, WHICH DOES NOT MEET THESESPECIFICATIONS, AT CONTRACTOR’So COMPLETED WALLS WITH A DETERGENT MASONRY CLEANER STRICTLYFOLLOWING MANUFACTURER’S WRITTEN INSTRUCTIONS, INCLUDINGTHOROUGH RINSING. DO NOT USE ACIDS OR ABRASIVES ON FINISHEDSURFACES. FOR STUBBORN MASONRY STAINS OR SMEARS, A 3:1 SOLUTION OFSURE KLEAN BURNISHED CUSTOM MASONRY CLEANER BY PROSOCO MAY BEUSED AS LONG AS WALLS RE THOROUGHLY WETTED BEFORE APPLYING THECLEANING SOLUTION AND THROUGHLY RINSED WITH CLEAN WATERIMMEDIATELY AFTER WASHING. FAILURE TO FOLLOW MANUFACTURER’SINSTRUCTIONS CAN RESULT IN PERMANENT DAMAGE TO THE FINISHED FACESAND CAN RESULT IN CONTRACTOR-REPLACEMENT. DO NOT POWER WASH.O PROTECTION DURING CONSTRUCTION: COVER WALLS EACH DAY AFTERINSTALLATION TO KEEP OPEN WALLS PROTECTED AND DRY. AFTER UNITS AREINSTALLED THEY SHOULD BE PROTECTED FROM DAMAGE BY OTHER TRADESPREFORMING OPERATIONS THAT CAN STAIN OR OTHERWISE DAMAGE THEFINISHED SURFACES.IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONMAIN SERVICE GROUNDINGMAIN BONDING JUMPER#2/0 BARE COPPERCONDUCION PER NEC 250.28CADWELD4 BARE COPPER GROUNDINGELECTRODE CONDUCTOR(NEC 250.66)MINIMUM OF 20'-0" OF 1/2" REGARNEC 250.52(A)(3)IN BUILDING WALL FOOTING.BONDING JUMPER TOENCLOSURE. SIZE PERNEC 250.102(C)COMMUNICATIONS EQUIPMENTBONDED TO ELECTRICAL SYSTEMELECTRODE PER 800.100 (B).3/4" DIAMETER x 10 FEET LONGCOPPERCLAD GROUND RODS,MINIMUM 20 FEET APART.NEW 250.52GROUNDING BUSONE #6 TO PHONE BOARDPER NEC 800.40(D)BUILDING STRUCTURALSTEEL, NEC 250.52(A)(2)CADWELDVALVE,METER,OR UNIONCOLD WATER SERVICEENTRANCE (PROVIDE SIMILARCONNECTION TO FIREPROTECTION WATER SERVICEENTRANCE) NEC 250.53(D)SUPPLY SIDEPIPE CLAMP (TYPICAL)JUMPERGROUNDING NOTES:ALL GROUNDING SHALL BE INSTALLED INACCORDANCE WITH ARTICLE 250.50 OF THENATIONAL ELECTRIC CODE.ALL GROUNDING CABLES SHALL BE 4AWG COPPEROR LARGER UNLESS NOTED OTHERWISE.COMMUNICATIONS GROUNDING SHALL BE INACCORDANCE WITH ARTICLE 800.100 (B)CADWELDA4.5
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTION14'-0"11'-4"VERIFY EXACT LENGTH WITH CIVIL PLANSNORTH ELEVATION OF SOUTH WALLNOT TO SCALE6'-2"PARTIAL NORTH ELEVATION OF SOUTH WALLSCALE: 1/4" = 1'-0"PARTIAL NORTH ELEVATION OF SOUTH WALLSCALE: 1/4" = 1'-0"PARTIAL NORTH ELEVATION OF SOUTH WALLSCALE: 1/4" = 1'-0"DUMPSTER DETAILSWOOD SLAT GATEWOOD SLAT GATEA5.1SCALE: 1/4" = 1'-0"LATCH SYSTEMFACE BRICKTO MATCHBUILDINGTOWARD NORTHBOND BEAM#5 REBAR CONT.TILE MEDALIAN AS SELECTEDBY ARCHITECTEXTERIOR TILE LEDGECOLOR: BLUE AS SELECTEDBY ARCHITECTFACE BRICKTO MATCHBUILDINGMETAL COPING8" CMU'SDOUBLE WYTHE 8"CMU'S AT FOUNDATION2'-8"1'-0"2'-8"TWO CONTINUOUS #5REBARSTILE MEDALIAN AS SELECTEDBY ARCHITECTEXTERIOR TILE LEDGECOLOR: BLUE AS SELECTEDBY ARCHITECT4" CONC. SLABSLOPE CONC. TO GATESMETAL COPING6'-2"TOP OF MASONRY6'-0" ABOVE PAVINGMEDALIONS TO MATCHBUILDINGFACE BRICKTO MATCHBUILDINGSCALE: 1/4" = 1'-0"SCALE: 1/2" = 1'-0"1'-0"2'-8"2'-4"SOUTH SCREEN WALLSECTION THRU SOUTH WALLSCALE: 1/2" = 1'-0"A5.11A5.12T.O.M. 6'-0"A5.12A5.12A5.1A5.111SPACE EVENLY BASED ON ACTUAL DIMENSIONSMEDALIONS TO MATCHTHE BUILDINGTOP OF WALL6'-2" TOP OF WALL6'-2" BOND BEAM#5 REBAR CONT.TOP OF WALL6'-2" A5.12A5.1216'-0" O.C.16'-0"256'-6" +/-DUMPSTER ENCLOSURENORTH ELEVATIONDUMPSTER ENCLOSUREWALL SECTIONSCALE: 1/4" = 1'-0"DUMPSTER ENCLOSURESOUTH ELEVATIONDUMPSTER ENCLOSUREEAST AND WESTELEVATIONSNORTH
ENCLOSURE PLANSCALE: 1/4" = 1'-0"DUMPSTER ENCLOSURERELOCATIONOCT. 22, 2021NARROW SOUTH WALLGATE TO 4'-0" WIDEOCT. 22, 20214'-0" WIDE WROUGHT IRONDECORATIVE GATE WITHFOB LOCKING MECHANISM
CONCRETE REQUIREMENTS AND SPECIFICATIONS:IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLESAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANSCONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITHEACH OTHER, THE STRICTEST PROVISIONS SHALL GOVERN.GOVERNING CODES: INTERNATIONAL BUILDING CODE, 2008, WITH CURRENTINDIANA AMENDMENTS.FOUNDATIONS:NOTIFY THE ARCHITECT AS SOON AS POSSIBLE OF ANY UNUSUAL SOILCONDITIONS, SUCH AS UNEXPECTED SPRING OR SEEPAGE WATER, OR SOIL OFQUESTIONABLE BEARING CAPACITY.ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR ENGINEERED FILLWITH AN ALLOWABLE BEARING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT.PERIMETER FOOTINGS SHALL BEAR A MINIMUM OF 3'-0" BELOW EXTERIORGRADE. STEP FOOTINGS AS REQUIRED. WHERE UNDERGROUND UTILITIESENTER OR EXIT THE BUILDING, STEP TOPS OF ALL FOOTINGS BELOW UTILITYINVERT ELEVATIONS.DESIGN NET SOIL PRESSURESSPREAD FOOTINGS:CONTINUOUS FOOTERS2,000 PSI1,500 PSI.BACKFILL AND FILL MATERIALS: PROVIDE SATISFACTORY SOIL MATERIALS FORBACKFILL AND FILL, FREE OF CLAY, DEBRIS, WASTE, FROZEN MATERIALS,VEGETABLE AND OTHER DELETERIOUS MATTER.REINFORCED CONCRETE:ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-95, "BUILDINGCODE REQUIREMENTS FOR REINFORCED CONCRETE".SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 301-96, "STANDARDSPECIFICATIONS FOR STRUCTURAL CONCRETE".PLACEMENT AND CURING OF CONCRETE SHALL CONFORM TO ACI 305 "HOTWEATHER CONCRETING" AND ACI 306 "COLD WEATHER CONCRETING".ALL REINFORCING DETAILS SHALL CONFORM TO ACI 315-86, "MANUAL OFSTANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.ALL DEFORMED REINFORCING BARS: ASTM A615, GRADE 60ALL WELDED WIRE FABRIC: ASTM A185, DELIVERED IN FLAT SHEETSREINFORCING SUPPLIER SHALL PROVIDE ALL BAR ACCESSORIES, CHAIRS, ANDSUPPORTS NECESSARY TO SECURE STEEL IN ACCORDANCE WITH "ACT CODEOF STANDARD PRACTICE".WHERE ANY STEPS IN FALL FOOTING ELEVATIONS OCCUR, PROVIDE MAXIMUMSTEP OF ONE VERTICAL TO TWO HORIZONTAL.CONCRETE COVER: UNLESS OTHERWISE NOTED, DETAIL REINFORCING TOPROVIDE MINIMUM COVER AS FOLLOWS:CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3INCHESCONCRETE EXPOSED TO EARTH OR WEATHER, #5 RE-BARS OR SMALLER:1/2 INCHESALL OTHER: 2 INCHES1CONCRETE CONTRACTOR SHALL VERIFY SOIL BEARING PRIOR TO CONCRETEPLACEMENT. REPORT DEVIATIONS TO GENERAL CONTRACTOR ANDARCHITECT.CONCRETE IN THE FOLLOWING AREAS SHALL CONSIST OF NATURAL SAND FINEAGGREGATE AND NORMAL WEIGHT COARSE AGGREGATES CONFORMING TOASTM C33, TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150, AND SHALLHAVE THE FOLLOWING COMPRESSIVE STRENGTH AT 28 DAYS:FOOTINGS AND PADS:SLABS-ON-GRADEAND PIERS:3,000 PSI4,000 PSIRETAINING WALLS, CURBS, SIDEWALKS, AND SLABS EXPOSED TO DE-ICERS.4,000 PSI (6% + 1% ENTRAINED AIR BYVOLUME)NO PART OF THE STRUCTURE SHALL BE PLACED ON FROZEN OR WET SOIL.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THEFOUNDATION AND SOIL WITHIN THE BUILDING AREA FROM FREEZING DURINGWINTER CONSTRUCTION.FOOTINGS AND PIERS:DOWELS IN FOOTINGS SHALL MATCH VERTICAL PIER REINFORCING.PROVIDE CORNER BARS AT FOOTING CORNERS TO MATCH HORIZONTALREINFORCING. MINIMUM LENGTHS OF EACH LEG TO BE 45 BAR DIAMETERS.BACKFILL AGAINST BOTH SIDES OF WALLS EQUALLY UNTIL THE LOWERELEVATION IS ATTAINED. BRACE ALL FOUNDATION WALLS BEFOREBACKFILLING AND COMPACTING.PROVIDE LEAN CONCRETE (CLASS IV) UNDER FOUNDATIONS FOR ACCIDENTALOVER-EXCAVATION, SOFT SPOTS, AND TRENCHES.BUILT-IN WORK:INSTALL ALL ANCHORS, INSERTS, NOSINGS, REGLETS AND LIKE ITEMSFURNISHED BY OTHER TRADES FOR INSTALLATION IN CONCRETE WORK. ALLBUILT-IN ITEMS SHALL BE IN PROPERLOCATION AND SHALL BE SO MAINTAINED DURING THE PERFORMANCE OFCONCRETE WORK.SLEEVES, CONDUITS, PIPES AND LIKE ITEMS PASSING THROUGH FLOORS,WALLS, OR BEAMS SHALL BE OF SUCH SIZE OR IN SUCH LOCATION AS NOT TOIMPAIR UNDULY THE STRENGTH OF THE CONSTRUCTION.VAPOR BARRIER PLACEMENT:USE A CONCRETE MIXTURE WITH AN ADEQUATE CEMENT FACTOR - MINIMUM OF5 1/2 BAGS PER CUBIC YARD. USE A SMALL AMOUNT OF AIR-ENTRAINMENT INTHE MIXTURE TO REDUCE BLEEDING - ABOUT 3% TO 5% AIR. EXTERIORCONCRETE SHALL HAVE 5 1/2% AIR. PLACE CONCRETE AT LOWEST PRACTICALSLUMP. A WATER-REDUCING ADMIXTURE MAY BE USED TO LOWER THE MIXWATER CONTENT, IF USED STRICTLY ACCORDING TO WRITTENMANUFACTURER'S INSTRUCTIONS.PERIMETER INSULATION:A TOTAL OF FOUR FEET WIDTH OF PERIMETER INSULATION SHALL BE PUT INPLACE. THIS CAN BE A COMBINATION OF HORIZONTAL AND VERTICAL RIGIDINSULATION, AS SHOWN ON DRAWINGS.PRE-ENGINEERED METAL CANOPYPART 1 - GENERALTHIS SPECIFICATION INCLUDESFreestanding, pre-engineered metal canopy including concrete foundation,steel framing, metal roof, roof drains and leaders, fascia components, andmetal ceiling and accessories.REFERENCESAmerican Institute of Steel Construction, Inc. (AISC): AISC 360 -Specification for Structural Steel Buildings (copyrighted by AISC, ANSIapprovedAmerican Welding Society (AWS): AWS D1.1 - Structural Welding Code -Steel (copyrighted by AWS, ANSI approved).ASTM International (ASTM):1.1 ASTM A 36/A 36M - Standard Specification for Structural Steel.National Association of Architectural Metal Manufacturers (NAAMM):NAAMM MFM - Metal Finishes Manual.National Fire Protection Association (NFPA): NFPA 70 - National ElectricalCode (copyrighted by NFPA, ANSI approved) - hereinafter referred to asNEC.PERFORMANCE REQUIREMENTSStructural Performance: Provide pre-engineered canopies capable ofwithstanding the effects of gravity loads and the following loads and stresseswithin limits and under conditions indicated for the specific location whereCanopy will be installed:1.2 Uniform pressure as indicated on drawings - minimum design wind loadper ASCE 7, CH. 6.Thermal Movements: Provide pre-engineered canopies that allow for thermalmovements resulting from the following maximum change (range) in ambientand surface temperatures by preventing buckling, opening of joints,overstressing of components, failure of joint sealants, failure of connections,and other detrimental effects. Base engineering calculation on surfacetemperatures of materials due to both solar heat gain and nighttime-sky heatloss.1.3 Temperature Change (Range): 120 degrees F (67 degrees C), ambient;180 degrees F (100 degrees C), material surfaces.QUALITY ASSURANCEWelding: Qualify procedures and personnel according to the following:1.4 Welding shall be in accordance with AWS D1.1 (with E70XXelectrodes).1.5 Steel shop connections shall be welded and field connections shall bebolted (unless otherwise noted on the Drawings). Shop welds may bechanged to field welds with the approval of the project engineer.1.6 Slag shall be cleaned from welds and inspected. Steel shall be paintedwith red oxide rust-inhibitive primer.Electrical Components, Devices, and Accessories: Listed and labeled asdefined in NEC, Article 100, by a testing agency acceptable to authoritieshaving jurisdiction, and marked for intended use.Source Limitations: Obtain pre-engineered metal canopy through one sourcefrom a single manufacturer who shall manufacture and install the canopy.DELIVERY, STORAGE, AND HANDLINGStore products in manufacturer's unopened packaging until ready forinstallation.Protect components and accessories from corrosion, deformation, damage,and deterioration when stored at job site. Keep materials free from dirt andforeign matter.PROJECT CONDITIONSField Measurements: The Contractor shall verify location and elevation offootings relative to finished grade, columns, and other constructioncontiguous with pre-engineered metal canopies by field measurementsbefore fabrication and indicate measurements on shop drawings.1.7 Established Dimensions: The Contractor shall, where fieldmeasurements cannot be made without delaying the work, establishdimensions and proceed with fabricating metal canopies without fieldmeasurements. Contractor is responsible to coordinate footer locationsand elevations with any interferences with or attachments to abuttingstructures.PART 2 -- MATERIALSStructural Steel:1.8 Material and work shall conform to the latest AISC 360.1.9 Structural steel shall be painted with a rust inhibitive (red oxide) primer(std).1.10 Structural steel shall be hot-dip-galvanized.Sheet Metal:1.11 Decking: 3 inch (76 mm) by 16 inch (406 mm) by 20 gage smoothEIGHT A325 3/4" BOLTSFOUR GUSSETS4" x 3" x 3/8"FOUR GUSSETS4" x 3" x 3/8"3/8" WEB STIFFENERS3" x 6" x 1/4" TSPURLINS. FIVE REQUIRED.COLUMNS:W10x22A36 STEELFOUR REQUIREDTOP PLATE DETAILSCALE: 1" = 1'-0"REFLECTED PLAN23"x6"x1/4" TS PURLINSSCALE: 1/8" = 1'-0"CANOPY LONGITUDINAL SECTIONSEE TOP PLATEDETAILTHIS SHEET2COLUMNSW10x22A36 STEELEIGHT REQUIRED3/8" WEB STIFFENERS20 GAUGE SMOOTHWHITE DECK PANSCURB AT PUMPSSEE OTHER DRAWINGS16" x 16" x 3/4" STEEL BASE PLATE1/2" x 20' ANCHOR BOLTSFOUR REQUIRED AT EACHCOLUMN3000 PSI CONCRETE#6 REBARS 12" O.C. EACH WAYTOP OF FOOTER 24" BELOW GRADE.4'-0"16'-0"3'-0"2'-0"FOOTER SHALL BE MINIMUM6'-0" NORTH-SOUTH AND 4'-0"EAST WESTSEE DRAINAGE PLANGUTTER SYSTEMTYPICAL OF 143"x6"x1/4" TS PURLINSTYPICAL OF 14COLUMNS:W10x22A36 STEELBREAK-METAL WRAPAROUND COLUMNSEIGHT COLUMNS REQUIREDW10 x 12 SUPPORT BEAMSW10 x 12 SUPPORT BEAMS W10 x 12 SUPPORT BEAMSCANOPY STRUCTURAL PLANSCALE: 1/8" = 1'-0"3"x6"x1/4" TS PURLINSSTEEL DECKTOTAL 14IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONA6.13"x6"x1/4" TS PURLINSTOTAL 14PREFORMED GUTTER SYSTEMFRONT OFCANOPY FACIASTEEL DECKW10 x 12 SUPPORT BEAMS20 GAUGE SMOOTHWHITE DECK PANSSCALE: 1" = 1'-0"EDGE OF CANOPY DETAIL1A6.1 A6.1A6.1A6.11CANOPY DRAINAGE PLANNORTHSCALE: 1/8" = 1'-0"SLOPE4" PVC DOWNINTERNAL GUTTER SYSTEMSLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPESLOPECOLUMNSSEE STRUCTURAL PLAN HIGH POINT IN GUTTERGUTTER BY FACIA SUPPLIERHIGH POINT IN GUTTERHIGH POINT IN GUTTERHIGH POINT IN GUTTER
LIGHT FIXTURECAN-304-PS-RD304 SERIES CANOPY LUMINAIRE - PETROLEUM SYMETRICRECESSED MOUNT FOR DOUBLE SKIN CANOPIESSEE CUT SHEETS ON THIS DRAWING.CONTROLS:ALL CANOPY LIGHTING SHALL BE CONTROLLED BYPHOTOCELL(S).PROVIDE STANDARD 110V SWITCH AT CASHIER AREATO PROVIDE ON-OFF CAPABILITY FOR CANOPY LIGHTS.CLEARLY LABEL SWITCH.TYPICAL LIGHT FIXTURESAS DESCRIBED ON THIS SHEETSCALE: 1/8" = 1'-0"CANOPY REFLECTED CEILING PLANSCALE: 1/8" = 1'-0"CANOPY SOUTH AND NORTH ELEVATIONSCALE: 1/8" = 1'-0"CANOPY EAST AND WEST ELEVATION19'-6"16'-6"3'-0"6"16'-0"BOLLARDS (TYP.)3'-0"6"15'-616'-0"TOTAL 27 FIXTURES104'-0"26'-0"A6.2PIPE GUARD DETAIL3'-2"3'-6"3'-0"3'-5"4" DIA. STEEL PIPE GUARDFILL WITH CONCRETEPAINT TRAFFIC YELLOWFINISHED GRADECONCRETE PAVEMENT15" DIA. CONCRETEFOOTING (TYP.)NOT TO SCALEREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTION
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONCENTER ENTRY PANEL:BONE WHITE FIELD, SAND FINISHDESIGN ELEMENTS: SURFACE SHALL BE ON SAME PLANE AS FIELD EFISBP SIGNAGE: SILK-SCREENED PLEXIGLAS IN STANDARD BP COLORSLETTERS AND "FLOWER" SHALL BE CUT ALONG IMAGE OUTLINESGREY EFIS, SAND FINISHBUT WITH REVEAL AT JOINTCANOPY:SUPPORT COLUMNS: 10" x 10" STEEL TUBE COLUMNSCOLOR: PAINTED MEDIUM GRAYFACIA:ALUMINUM OR PLEXIGLAS - MANUFACTURER'S STANDARDDESIGNS AND SIGNAGE SHALL BE SMOOTH ON SURFACE.DESIGN INTENT: WE WILL MAKE THE FACIA HEIGHT THE LEASTDIMENSION THE MANUFACTURER WILL ALLOW.CEILING OF CANOPY:WHITE METAL SMOOTH CEILINGCANOPY LIGHTING:OPTICS SHALL BE DESIGNED TO ELIMINATELIGHT BLEED OUTSIDE THE CANOPY TO GREATESTSHALL BE LEDS.COLOR:SHALL BE 4000K OR LESS (RECOMMENDED BY MOST COMMUNITIES)4OOOK IS A WARMER COLOR THAN 5000K FIXTURES14'-11 1/2"1'-10 3/8"8'-8"10'-11"2'-2"4'-0"5'-10"IF POSSIBLEEXTENT CURRENTLY AVAILABLESOUTH AND NORTH CANOPY SIGNAGE ELEVATIONSCALE: 3/16" = 1'-0"A7.1EAST AND WEST CANOPY SIGNAGE ELEVATIONSCALE: 3/16" = 1'-0"NORTH ELEVATIONSOUTH ELEVATIONEAST ELEVATIONBP SUNBURST LOGO PLACED ONNORTHEAST CORNERS OF BUILDINGIN LIEU OF MONUMENT SIGNBP SUNBURST LOGO PLACED ONNORTHEAST CORNERS OF BUILDINGIN LIEU OF MONUMENT SIGNREMOVE MONUMENT SIGNOCT. 22, 2021ADD BP SUNBURST LOGO TO NORTHEAST ELEVATIONSOCT. 22, 2021
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTION6" TO PUBLIC SEWERBACKFLOW PREVENTERBUILDING CLEAN OUTHAND SINKHAND SINK4"2"ADA WCADA WCADA LAVADA LAVADA URC.O.2"2"2"2"FDFD4"4"2"ENDURA XL100M RATED GREASEINTERCEPTOR BELOWSLAB3"3"FD2"2"3"3 COMPARTMENTCOMMERCIAL SS SINKMOP SINKELECTRIC WATER HEATERABOVE ON STEEL RACK3"3"SCALE: 1/4" = 1'-0"SANITARY SEWER PLANFLOOR SINK FOR BEVERAGEDISPENSER.VERIFY LOCATION WITHOWNER PRIOR TO INSTALLATION.FLOOR SINK FOR ICE MACHINE.VERIFY LOCATION WITHOWNER PRIOR TO INSTALLATION.2"2"2"4" 4"4"4"4"CONDENSATE FOR FREEZERCOMPRESSORPLUMBING – GENERAL NOTES AND SPECIFICATIONS:PLUMBING CONTRACTOR SHALL CONFIRM SIZES OR ESTABLISH SIZES OFWASTE, VENT AND SUPPLY AS REQUIRED TO MAKE A COMPLETE AND WORKINGSYSTEM.THE SCOPE OF THE PLUMBING WORK INCLUDES FURNISHING, INSTALLINGTESTING AND WARRANTY OF ALL PLUMBING WORK SHOWN ON THE PLUMBINGDRAWINGS.THE PLUMBING CONTRACTOR ACKNOWLEDGES THAT HE IS AWARE THATPLUMBING DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW ALLEQUIPMENT OR FITTINGS REQUIRED. LOCATIONS ARE DIAGRAMMATIC.PLUMBING CONTRACTOR SHALL ADJUST LOCATION OF PIPING AS REQUIRED.CONFIRM DETAILED LOCATIONS WITH OWNER IF CRITICAL.THIS PROJECT SHALL BE COMPLETE, OPERATIONAL AND MEET CURRENT STATEAND LOCAL CODES AND ORDINANCES IN EVERY WAY. THE CURRENT CODE ISTHE 2012 INDIANA PLUMBING CODE (2006 INTERNATIONAL PLUMBING CODEWITH 2012 INDIANA AMENDMENTS)COORDINATE WORK WITH OTHER TRADES AND CONFIRM THAT CLEARANCESAND FITTING REQUIREMENTS ARE KEPT.MATERIALS AND WORKMANSHIP:ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND FIRST QUALITY.PROVIDE ALL NECESSARY CLIPS, HANGERS, FASTENERS, AND OTHER DEVICESREQUIRED FOR A COMPLETE JOB.ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AND SUPPORTED IN AFIRST-CLASS AND WORKMANLIKE MANNER BY MECHANICS SKILLED IN THEIRPARTICULAR TRADES. A LICENSED PLUMBING CONTRACTOR SHALL PERFORMWORK.SANITARY SEWER SYSTEMS:PROVIDE CLEANOUTS WHERE REQUIRED, WHETHER SHOWN ON DRAWINGS ORNOT.PIPE IN GRADE BELOW FLOOR SLABS SHALL BE RIGID PVC SCHEDULE 40, TYPE1, GRADE 1, COMPLYING WITH ASTM D2665 AND D-1784.PRESSURE TEST AND REPLACE DEFECTIVE MATERIALS AND CONNECTIONS.WASTE AND VENTS:SOIL, WASTE AND VENT LINES SHALL BE PVC SCHEDULE 40 ASTM D1785 WITHASTM D2665 DWV SOCKET FITTINGS; OR, SERVICE WEIGHT CAST IRON, OR ASREQUIRED BY LOCAL CODES. SLOPE WASTE PIPING UNIFORMLY 1/8" PER FOOTMINIMUM. SLOPE VENT PIPING TO PREVENT CONDENSATION FROM SYSTEM.TEST SOIL, WASTE, AND VENT PIPING SHALL BE TESTED TO A MINIMUM 10 FEETOF HEAD MAINTAINED FOR A MINIMUM 15 MINUTES. REPLACE DEFECTIVE PIPEAND JOINTS AT NO ADDITIONAL COST TO OWNER.FLOOR DRAINS SHALL BE EQUAL TO SMITH 2010-A.FLOOR CLEANOUTS SHALL BE EQUAL TO SMITH 4021 OR 4021Y.WALL CLEANOUTS SHALL BE EQUAL TO SMITH 4710.PROVIDE AND INSTALL ALL REQUIRED OR SHOWN BACK-FLOW PREVENTERS.DOMESTIC WATER SYSTEM:WATER SUPPLY LINES SHALL BE OF TYPE "L" OR "K" COPPER AS REQUIRED BYLOCAL PLUMBING CODES. ALL WATER SUPPLY LINES SHALL BE RUN UNDERFLOOR SLAB AND UP PLUMBING WALLS. SIZE WATER SUPPLY AS REQUIREDFOR BUILDING USAGE.BACKFLOW PREVENTERS SHALL BE INSTALLED IF REQUIRED BY STATE ANDLOCAL ORDINANCES.INSTALL WARM WATER LINES ON WARM SIDE OF CEILING INSULATION.BACKFLOW PREVENTERS SHALL BE INSTALLED IF REQUIRED BY STATE ANDLOCAL ORDINANCES.INSTALL WARM WATER LINES ON WARM SIDE OF CEILING INSULATION.PRESSURE TEST TO 50 PSIG ABOVE OPERATING PRESSURE (125 PSIG MIN.) ANDMAINTAIN PRESSURE FOR 15 MINUTES MINIMUM WITH NO PRESSURE LOSS.REPLACE DEFECTIVE MATERIALS AND CONNECTIONS. CLEAN, FLUSH ANDDISINFECT ALL WATER PIPING IN ACCORDANCE WITH AWWA C601.INSTALL PID RATED SHOCK ABSORBERS IN COLD WATER LINES WHEREREQUIRED.ALL WATER SUPPLY (BOTH HOT AND COLD) LINES ABOVE FLOOR SLAB SHALL BEINSULATED WITH 3/4" ARMA FLEX TYPE INSULATION.INSTALL DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE CONNECTED.PLUMBING FIXTURES:FIXTURES SHALL BE COMPLETE WHEN FULLY INSTALLED, INCLUDING TRIM,VALVES, SUPPLIES AND ESCUTCHEONS.TRIM SHALL BE BRASS CHROME PLATED; FIXTURES SHALL BE WHITE, UNLESSOTHERWISE NOTED.SEAL CRACKS AROUND EACH FIXTURE AT WALL AND FLOOR WITHPERMANENTLY PLIABLE WHITE SILICONE SEALANT.STRICTLY FOLLOW ACCESSIBILITY STANDARDS NOTED BELOW.DOMESTIC WATER HEATING:PROVIDE GAS FIRED STORAGE WATER HEATER COMPLETE WITH POWERBURNER OR ELECTRIC WATER HEATER TO SIZE REQUIRED. TANK SHALL BECONSTRUCTED IN ACCORDANCE WITH ASME CODE, STAMPED AND TESTED.TANK SHALL BE INSULATED.THE COMPLETE WATER HEATER SHALL BE LISTED BY UL, WITH LABELATTACHED.VENTING FOR GAS WATER HEATERS: UL APPROVED TYPE B DOUBLE-WALL GASVENT PIPING. VENT EXTENDED 3 FEET ABOVE THE ROOF, MINIMUM TWO FEETHIGHER THAN ANY PORTION OF BUILDING WITHIN 10 FEET.ACCESSIBILITY STANDARDS:STRICTLY COMPLY WITH THE REQUIREMENTS OF UNIFORM FEDERALACCESSIBILITY STANDARDS (UFAS), THE ADA, AND IBC, INDIANA CODE CHAPTER11. PROVIDE RAISED SEAT FOR THE ACCESSIBLE WATER CLOSETS, PROVIDEFLUSH ON ACCESS SIDE OF WC'S, TRAP TIGHT TO THE WALL UNDERLAVATORIES, INSULATE ALL WASTE AND WATER PIPING BELOW LAVATORIES, ASWELL AS ALL OTHER ADA REQUIREMENTS.THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF REQUIRED DIMENSIONS,CLEARANCES, OR STRUCTURAL CONDITIONS EXIST THAT COULD PREVENT THEABOVE ACCESSIBILITY REQUIREMENTS FROM BEING STRICTLY FOLLOWED.TESTING:ALL PIPES SHALL BE PRESSURE TESTED PER STANDARD PRACTICE. REPLACEALL DEFECTIVE LINES AND CONNECTIONS AT NO ADDITIONAL COST TO OWNER.MANUALS:TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR MATERIALSINSTALLED PER WORK OF THIS SECTION SHALL BE DELIVERED TO OWNERPRIOR TO ACCEPTANCE OF THESE SPACES FOR OCCUPANCY.BACKFLOW PREVENTION DEVICES FOR BEVERAGE STATIONS:THE CONTRACT DOCUMENTS CONSIST OF THE DRAWINGS AND SPECIFICATIONS ON THEDRAWINGS. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS NECESSARYFOR THE PROPER EXECUTION OF THE WORK.NEW CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CITY, STATE AND LOCAL BUILDINGCODES AND NFPA CODES FOR THIS CLASS OF WORK.REQUIREMENTS:ALL WORK RELATED TO THE BEVERAGE DISPENSERS AND BEVERAGE AREAS SHALL BEPROTECTED BY THE PROVISIONS OF THE INDIANA PLUMBING CODE 2012 EDITION SECTIONS608.16.1 AND 608.16.10.CONNECTIONS TO POTABLE WATER SYSTEM:SPECIFICALLY BEVERAGE DISPENSERS SHALL BE PROTECTED AGAINST BACKFLOW BY ABACKFLOW PREVENTER CONFORMING TO ASSE 1022. THE PORTION OF THE BACKFLOWPREVENTER DEVICE DOWNSTREAM FROM THE SECOND CHECK VALVE AND THE PIPINGDOWNSTREAM THEREFROM SHALL NOT BE AFFECTED BY CARBON DIOXIDE GAS.COFFEE MACHINES AND NONCARBONATED BEVERAGE DISPENSERS:THE WATER SUPPLY CONNECTION TO COFFEE MACHINES AND NONCARBONATED BEVERAGEDISPENSERS SHALL BE PROTECTED AGAINST BACKFLOW BY A BACKFLOW PREVENTERCONFORMING TO ASSE 1022.INSTALLATION:BACKFLOW PREVENTERS SHALL BE INSTALLED STRICTLY ACCORDING TO MANUFACTURER’SWRITTEN INSTRUCTIONS AND ACCORDING TO THE CODES REFERENCED ABOVE.CONDENSATE LINE CONDENSATE LINEP1.1
DOMESTIC WATER DISTRIBUTION GENERAL REQUIREMENTS:PIPING SHALL BE SIZED TO PROVIDE A VELOCITY NOT EXCEEDING SIX FEET PERSECOND (FPS) FOR COLD AND HOT WATER SYSTEMS.PIPES:UNDERGROUND: ‘K” COPPER: BRAISED JOINTS; SLEEVES THRUCONCRETE. INSULATED IN GRAVEL BACKFILL.ABOVE SLAB: ‘L’ COPPER TUBING; CPVC PIPING, SCHEDULE 40 WITHSOLVENT WELDED JOINTS; PEX TUBING WITH BRASS FITTINGS.VENTING AND DRAINAGE: SCHEDULE 40 PVC WITH SOLVENT WELDEDJOINTS.INSULATION:INTERIOR COLD WATER PIPING SHALL BE INSULATED TO PREVENTCONDENSATION. INTERIOR HOT WATER PIPING SHALL BE INSULATED ASREQUIRED BY CODE AND PER LATEST ASHRE STANDARD A90.1, TABLE7.2.3.WALL HYDRANTS:PROVIDE FREEZE-PROOF WALL HYDRANTS ON EXTERIOR WALLS AMAXIMUM OF 150 FEET APART. LOCATE APPROXIMATELY 18” ABOVEFINISH GRADE. COORDINATE LOCATIONS WITH THE BUILDING OWNERAND THE PROJECT ARCHITECT.VALVES:PROVIDE ACCESSIBLE CHECK VALVES IN THE INDIVIDUAL COLD AND HOTWATER FIXTURE SUPPLY LINES SERVING MIXING VALVE TYPE FAUCETSOR ASSEMBILES HAVING HOSE CONNECTION OUTLETS THAT ARE NOTEQUIPPED WITH INTEGRAL CHECK STOPS.PROVIDE LINE SHUT-OFF VALVES AT LOCATIONS REQUIRED FOR PROPEROPERATION, SERVICING AND TROUBLESHOOTING OF THE DOMESTICWATER DISTRIBUTION SYSTEM AND CONNECTED COMPONENTS.LOCATIONS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: ATEACH FIXTURE AND PIECE OF EQUIPMENT; AT EACH BRANCH TAKE-OFFFROM MAINS; AT THE BASE OF EACH RISER; AT EACH BATTERY OFFIXTURES; WHERE RECOMMENDED BY EQUIPMENT MANUFACTURERSAND AT STRATEGIC LOCATIONS TO ALLOW FOR SECTIONAL ISOLATIONWHILE LIMITING DISRUPTION OF SERVICES.ALL VALVES SHALL BE ACCESSIBLE FOR OPERATION AND SERVICING.TRAP PRIMING DEVICES THAT RELY UPON LINE PRESSURE DIFFERENTIALFOR ACTIVATION ARE NOT ALLOWED.DOMESTIC HOT WATER SYSTEMSWATER HEATERS INSTALLED AND UTILIZED FOR FOOD WERVICE AREASSHALL COMPLY WITH NATIONAL SANITATION FOUNDATION (NSF)STANDARD NUMBER 5. HOT WATER SERVING COMMERCIALDISHWASHERS AND POT SINKS SHALL BE 140 DEGREES F. ALL OTHERHOT WATER SHALL BE 110 DEGREES MAXIMUM AT OUTLETS.CONTAMINATION PROTECTION:INSTALLATION OF DOMESTIC WATER SYSTEMS SHALL AVOID ALL CROSSCONNECTIONS AND ELIMINATE THE POSSIBILITY OF WATERCONTAMINATION. ON EACH WATER SUPPLY SERVING A FIXTURE WHEREA DISCHARGE LINE PROVIDES AN OPPORTUNITY WHERE CROSSCONTAMINATION COULD OCCUR, PROVIDE A VACUUM BREAKER ORBACKFLOW PREVENTER.IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONNOT TO SCALEPLUMBING ISOMETRICEXPAND TO 3" THRU ROOF2" TO ROOF1 1/2" VENTEXPAND TO 3" THRU ROOF2" TO ROOF2" TO ROOFGREASE INTERCEPTOR:INSTALL GREASE INTERCEPTOR STRICTLY ACCORDING TO REQUIREMENTS OFTHE PLUMBING AND DRAINAGE INSTITUTE (PDI) STANDARD PDI-G101.INSTALL GREASE INTERCEPTOR STRICTLY ACCORDING TO REQUIREMENTS OFTHE CITY OF CARMEL, INDIANA.CAPACITY: PER CITY REGULATIONSAT A MINIMUM, THE FOLLOWING FIXTURES MUST BE CONNECTED THROUGHTHIS GREASE INTERCEPTOR (“FOG” TYPE USES – FATS, OILS, GREASE):POT SINKSPRE-RINSE SINKSSOUP KETTLESSINKS INTO WHICK KETTLES ARE DRAINEDAUTOMATIC HOOD WASHING UNITSBASIN SINKSMOP SINKTHREE COMPARTMENT COMMERCIAL SINKSFIXTURES THAT SHOULD NOT BE CONNECTED TO THE GREASE INTERCEPTORUNLESS REQUIRED BY LOCAL AUTHORITIES.TOILET ROOM FIXTURESHAND SINKSFLOOR DRAINSTHE DRAWINGS ARE SCHEMATIC AND DO NOT SHOW ALL REQUIRED PARTS ANDFITTINGS.IF INTERCEPTOR WILL BE UNDER AN AUTOMOBILE DRIVEWAY. IT SHALL BE THESOLE RESPONSIBILITY OF THE INSTALLER TO PROVIDE REQUIREDINTERCEPTOR STRUCTURAL THICKNESS AND PAVING/CONCRETE COVER.NOTIFY ARCHITECT IMMEDIATELY IF CONDITIONS ARE NOT AS EXPECTED.STRICTLY FOLLOW WRITTEN INSTALLATION INSTRUCTIONS AND CITYINSTRUCTIONS.CONDENSATE LINECONDENSATE LINEXL 100 GREASE INTERCEPTORBELOW SLABMOP SINKSS 3 COMP. SINKHANDSINKHANDSINKFLOOR SINKFLOOR SINKBLDGCLEANOUTBACKFLOW PREVENTERFDFDADA WCADA WCADA LAVADA LAVADA URP1.2
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTION300 CFM 300 CFM 300 CFM 300 CFM200 CFM225 CFM225 CFM225 CFM225 CFM225 CFM225 CFM225 CFM225 CFM200 CFM250 CFM 250 CFM200 CFM200 CFM200 CFM200 CFM250 CFM125 CFM125 CFM75 CFMEXHAUST75 CFMEXHAUSTEXHAUST TO DAYLIGHTINSTALL RAIN AND INSECTSCREEN6" FLEX6" FLEXDAMPER ALL BRANCHES10" FLEX 10" FLEX 10" FLEX 10" FLEX8" FLEX 8" FLEX 8" FLEX 8" FLEXDAMPER ALL BRANCHESDAMPER ALL BRANCHES8" FLEX 8" FLEX 8" FLEX 8" FLEXDAMPER ALL BRANCHES10" ROUND10" ROUND8" FLEX 8" FLEXDAMPERS25" x 8"8" FLEX8" FLEX32" x 8"GRILLES WITHDAMPERSCOOLERPACKAGEBY MFGR.CONDENSER LINETO DRAIN200 CFMERMITTINGANDDCOMECHANICAL SCHEDULESCALE: 1/4" = 1'-0"MECHANICAL PLANROOFTOP COOLING-HEATING UNITSTHE ROOFTOP UNITS SHALL BE FACTORY PACKAGED WITHCIRCULATING FAN, GAS-FIRED HEATING SECTION AND AIR-COOLEDREFRIGERATION SECTION. UNIT SHALL BE ROOF CURB MOUNTED.UNIT SHALL BE RATED IN ACCORDANCE WITH ARI STANDARDS 270 AND360 AND TESTED AND CERTIFIED BY UL OR ETL TO CONFORM TOAPPLICABLE ANSI STANDARDS.A WALL MOUNTED SPACE THERMOSTAT SHALL BE FURNISHED WITHTHE UNIT.THE REFRIGERATION SYSTEM AND FURNACE HEAT EXCHANGERSSHALL CARRY A FIVE-YEAR WARRANTY.PROVIDE CONDENSATE DRAINAGE PIPING FROM THE DRAIN PAN WITH A4” DEEP TRAP AND CLEANOUT.THE ELECTRICAL CONTRACTOR WILL PROVIDE POWER WIRING THRU AFUSED DISCONNECT SWITCH ON ONE SET OF POWER TERMINALS INEACH UNIT. ALL OTHER POWER AND CONTROL WIRING REQUIRED FORTHE COMPLETION OF THE SYSTEM SHALL BE FURNISHED ANDINSTALLED BY THE HVAC CONTRACTOR. ALL WIRING BY ANYCONTRACTOR SHALL MEET OR EXCEED ALL STATE AND LOCAL CODESAND ORDINANCES.INSTALL A LOCAL DISCONNECT WITHIN THE LINE OF SIGHT OF TO ALLPERMANENTLY CONNECTED ROOFTOP EQUIPMENT. THIS CAN ALSOINCLUDE CONDENSERS FOR COOLER UNITS AND HOOD INTAKE ANDEXHAUST FANS.PROVIDE A RECEPTACLE WITHIN 25 FEET OF THE ROOFTOP UNITS. ITSHALL BE GFIC PROTECTED. THE GFIC TESTING THE TRIPPING RESETSHOULB BE READILY ACCESSIBLE FOR SERVICING OF ROOFTOPEQUIPMENT. PROVIDE “WHILE-IN-USE” WEATHERPROOF COVERS FORRECEPTACLES INSTALLED IN A WET LOCATION SO THAT THERECEPTACLE REMAINS WATERTIGHT WHILE A CORD IS PLUGGED IN.MECHANICAL SPECIFICATIONS AND GENERALREQUIREMENTS:THE CONTRACT DOCUMENTS CONSIST OF THE DRAWINGS AND SPECIFICATIONS ON THEDRAWINGS. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS NECESSARYFOR THE PROPER EXECUTION OF THE WORK.NEW CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CITY, STATE AND LOCAL BUILDINGCODES AND NFPA CODES FOR THIS CLASS OF WORK.MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL APPLICABLE PERMITS, INSPECTIONS ANDLICENSES NECESSARY TO COMPLETE THIS INSTALLATION AND THE SATISFACTORY OPERATIONOF THE SYSTEM.MECHANICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THEJOBSITE. IF DISCREPANCIES ARE FOUND THE GENERAL CONTRACTOR SHALL BE NOTIFIEDBEFORE PROCEEDING WITH ANY WORK OR ORDERING ANY EQUIPMENT OR MATERIAL IN THEAFFECTED AREA.FIT AND QUANTITY OF THE MECHANICAL SYSTEMS TO BE INSTALLED, WITH THE VARIOUSNECESSARY PARTS AND MATERIALS TO MAKE A COMPLETE AND FINISHED JOB, SHALL BEVERIFIED AND COORDINATED PRIOR TO START OF CONSTRUCTION AND ARE THE EXCLUSIVERESPONSIBILITY OF THE MECHANICAL CONTRACTOR.THE MECHANICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES ANDVERIFY ALL POWER AND DRAINS ARE PROVIDED AND IN THE PROPER LOCATION.ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED PER THE MANUFACTURER'S SUGGESTEDINSTALLATION REQUIREMENTS IN A NEAT AND WORKMANLIKE MANNER.MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND MUST BE FIELD VERIFIED FOR EXACTROUTING AND ADDITIONAL EQUIPMENT OR DEVICES NECESSARY FOR COMPLETE JOB.MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTACTORS, RELAYS AND THERMOSTATS.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SWITCHES AND DISCONNECTS.THE MECHANICAL CONTRACTOR SHALL COMPLETE TEMPERATURE CONTROL WIRING.PROVIDE ALL NECESSARY HANGERS, FASTENERS, CLIPS AND OTHER DEVICES REQUIRED FOR ACOMPLETE JOB.SUPPORT:SUSPENDED TYPE UNIT HEATERS SHALL BE SUPPORTED BY ELEMENTS THAT ARE DESIGNEDAND CONSTRUCTED TO ACCOMMODATE THE WEIGHT AND DYNAMIC LOADS. HANGERS ANDBRACKETS SHALL BE OF NONCOMBUSTIBLE MATERIAL.USE UNISTRUT-TYPE SUPPORT MATERIALS RATED FOR WEIGHT OF THE UNITS. CONNECT TOSTRUCTURAL ELEMENTS. NO CONNECTIONS TO ROOFING MATERIALS SHALL BE ALLOWED.GAS PIPING SPECIFICATIONS:BLACK STEEL: 2" OR SMALLER-SCHEDULE 40, GRADE "B" ASTM A120SCREWED 150 PSI BLACK MALLEABLE IRON FITTINGS.VALVES: PLUG TYPEGAS SUPPORTS SHALL BE MINIMUM OF 10'-0" O.C.ALL HVAC UNITS SHALL BE INSTALLED COMPLETE WITH ECONOMIZERS, LOW AMBIENT KITS, ANDREQUIRED CURBS, ETC.MANUFACTURER'S MINIMUM CLEARANCE RECOMMENDATIONS SHALL BE MAINTAINED ON ALLEQUIPMENT AND DUCTWORK.ALL EXHAUST DUCTWORK SHALL BE METAL ROUND DUCTWORK. NO FLEXIBLE ROUNDDUCTWORK SHALL BE USED.ALL MAIN DUCTS SHALL BE GALVANIZED STEEL WRAPPED WITH FOIL-BACK INSULATION ORDUCT BOARD. INSTALL PER SMACNA STANDARDS. TURNING VANES SHALL BE INSTALLED ATELBOWS LARGER THAN 12" X 12".ALL METAL DUCTWORK SHALL BE FABRICATED FROM GALVANIZED SHEET STEEL OF GAUGES,REINFORCEMENT COMPLYING WITH SMACNA "HVAC DUCTWORK CONSTRUCTION STANDARDS."THE ARCHITECT SHALL HAVE ACCESS TO THE CONSTRUCTION SITE AND HAVE THE RIGHT TOREJECT ANY WORK (AFTER CONSULTATION WITH THE GENERAL CONTRACTOR) THAT DOES NOTCONFORM TO THE DRAWINGS, SPECIFICATIONS, CODES OR WORK THAT HAS NOT BEENEXECUTED IN A WORKMANLIKE MANNER.CONTRACTOR SHALL BE RESPONSIBLE FOR NOTICE TO THE INSPECTING AUTHORITIES,ARCHITECT, OR GENERAL CONTRACTOR, SO THAT WORK CAN BE INSPECTED OR APPROVEDBEFORE COVERING. THIS PROCEDURE SHALL OCCUR WITHOUT AFFECTING CONSTRUCTIONPROGRESS AND COMPLETION.THE INTENTION OF THESE DOCUMENTS IS TO PROVIDE THE OWNER WITH A BUILDINGCOMPLETE IN ITS ENTIRETY AT THE TIME OF OCCUPANCY. IT IS THE SUB-CONTRACTOR'SRESPONSIBILITY TO CONTRACT THE GENERAL CONTRACTOR DURING THE BIDDING/PRICINGPHASE OF ANY DETAILS MISSING, VAGUE, ORE INCOMPLETE SO THAT AN APPROPRIATEADDENDUM OR CLARIFICATION CAN BE ISSUED. THE SELECTED CONTRACTOR SHALL PROVIDEALL MATERIALS, LABOR, TOOLS, EQUIPMENT, AND SERVICES NECESSARY FOR A COMPLETE,FUNCTIONAL, AND OPERATIONAL FACILITY.TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR MATERIALS INSTALLED PERWORK OF THIS SECTION SHALL BE DELIVERED TO OWNER PRIOR TO ACCEPTANCE OF THESESPACES FOR OCCUPANCY.RTU #1RTU #24 TON6 TONBEVERAGE COOLER COOLING BY MANUFACTURERPROVIDE CONDENSATE LINE TO APPROPRIATE DRAIN LOCATIONFREEZER. COOLED BYMANUFACTURERM1.1
IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTIONSSSSSSSSS3333S3E1.1AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAABBBCCCCCCCDDDDAAAADDEEEEEEEEEFREEZER BY OTHERSCOOLER BY OTHERSSCALE: 1/4" = 1'-0"ELECTRICAL LIGHTING PLANSYMBOLS24" x 24" LAY-IN LED PANEL24" x 48" LAY-IN LED PANELABCLINEAR 96" SUSPENDEDLED FIXTUREDELED CAN LIGHT AT BEVERAGEAND FOOD COUNTERSCOOLER AND FREEZER LIGHTS PROVIDEDAND INSTALLED BY COOLER MFGR.MINIMUM 24" x 30"ATTIC ACCESSFFFFFSURFACE MOUNTED ART DECO FIXTUREMODERN FORMS SKYSCRAPERSEE CUT SHEET AT LEFT
SCALE: 1/4" = 1'-0"IIIREVISIONS:DRAWING COMPLETION DATE:4820 Buttonwood CrescentARCHITECT AIAGORDON CLARKIndianapolis, Indiana 46228Phone: 317 255-2546317 252-5573Fax: GClark4820@aol.comCONVENIENCE STORE / FOOD MARTVILLAGE OF WEST CLAYCARMEL, INDIANASOUTHWEST CORNER OFHARLESTON STREET AND TOWNE ROADOCTOBER 14, 2021FOR PERMITTING AND CONSTRUCTION220VGFIGFIGFIGFIHIGH FOR SIGN AND/OR SHOW WINDOWSPOSPOSDEDDEDDEDGFIGFIGFIGFIDRAWING NOTES:1.2.3.4.5.MINIMUM WIRE SIZE TO BE #12 AWG COPPERINSTALLATION TO MEET ALL STATE AND LOCAL CODES.ALL WIREING TO BE INSTALLED IN METAL RACEWAYSOR MC CABLE WHERE PERMITTED BY CODE.MAXIMUM LOAD OF 1,600 WATTS FOR 20 AMP BRANCH CIRCUITS.FINAL LOCATIONS OF ALL DEVICES AND EQUIPMENTCONNECTIONS TO BE VERIFIED BY THE OWNER.ELECTRICAL RISERDIAGRAM2-12" PVC CONDUIT WITH (4) 40 AL AND (1) #2 GROUND WIRENOT TO SCALESUPPLY FAN:USE CIRCUIT 20115 V1/2 HP4.80 AMPSEXHAUST FAN:USE CIRCUIT 22115 V3/4 HP13.80 AMPSCONDENSERUSE CIRCUIT 2420 AMP2 POLEEVAPORATORUSE CIRCUIT 2615 AMP2 POLEFOR HOOD SYSTEM(FUTURE)GROUND RODTO #6 THHN #4 THHN TO THEBUILDING STEELDISCONNECT200 AMP3 PHASE42 SPACEPANELGROUND RODTO #6 THHN #4 THHN TO THEBUILDING STEELDISCONNECT200 AMP3 PHASE42 SPACEPANELMETER BASEAS REQUIRED#4 THHN TO THEBUILDING STEELSUB-PANELGROUND RODTO #6 THHN FOR FUEL SYSTEMS100 AMPSINGLE PHASEUSE DUAL RATED THHN WIRE4 WIRE PER CABLEFOR COOLERS AND FREEZERDISCONNECT20A/2P CIRCUIT FOR CONDENSERIN COOLER AND FREEZER15A/2P CIRCUIT FOR LIGHTS200 AMP200 AMP100 AMP400 AMP CT CABINETTWO 200 AMP DISCONNECTSMETER BASE FEED FROM PUBLIC SERVICELOCATE PER LOCAL UTILITY REQUIREMENTSUNDERGROUND SERVICEDRIVEWAY RATEDSODAON ONE CIRCUIT2 RECEPT.GFIGFIGFIGFI GFIGFI GFI GFIGFI15A/2P CIRCUIT FOR EVAPORATORENTIRE BEVERAGE AREA11 RECEPTACLES ON 8 CIRCUITSCOUNTS SODA INDICATED ALL GFI PROTECTEDFOOD SERVICE AREA5 RECEPTICLES ON 2 CIRCUITSGFIGFIGFIGFIGFIGFIELECTRICAL POWER PLANPOSFREEZER SIMILARTO COOLER REQUIREMENTS110V DUPLEX RECEPTICALGFI 110 V RECEPTICAL GF PROTECTEDDED110 V RECEPTICAL, DEDICATED220 B RECEPTICAL220VPHONE / DATA OUTLETSYMBOLSELECTRICAL SPECIFICATIONS AND GENERAL REQUIREMENTS:THE CONTRACT DOCUMENTS CONSIST OF THE DRAWINGS ANDSPECIFICATIONS ON THE DRAWINGS. THE INTENT OF THE CONTRACTDOCUMENTS IS TO INCLUDE ITEMS NECESSARY FOR THE PROPER EXECUTIONOF THE WORK.BUILDING CODES: NEW CONSTRUCTION SHALL CONFORM TO ALL APPLICABLECITY, STATE AND LOCAL BUILDING CODES FOR THIS CLASS OF WORK.ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS ANDDIMENSIONS AT THE JOBSITE. IF DISCREPANCIES ARE FOUND THE GENERALCONTRACTOR SHALL BE NOTIFIES BEFORE PROCEEDING WITH ANY WORK ORORDERING ANY EQUIPMENT OR MATERIAL IN THE AFFECTED AREA.FIT AND QUANTITY OF THE WIRING, ELECTRICAL EQUIPMENT, THE VARIOUSNECESSARY PARTS AND MATERIALS TO MAKE A COMPLETE AND FINISHED JOBSHALL BE VERIFIED AND COORDINATED PRIOR TO START OF CONSTRUCTIONAND ARE THE EXCLUSIVE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.LOCAL UTILITY COORDINATION: ELECTRICAL CONTRACTOR SHALLCOORDINATE TRANSFORMERS AND SERVICE REQUIREMENTS WITH THE LOCALUTILITY COMPANY. THE E.C. SHALL CONSULT WITH THE LOCAL UTILITY TOESTABLISH REQUIRED kACI RATINGS.ALL FIXTURES, EQUIPMENT AND MATERIALS SHALL BE INSTALLED PER THEMANUFACTURER'S SUGGESTED INSTALLATION REQUIREMENTS IN A NEAT ANDWORKMANLIKE MANNER.UL LABELING: ALL ELECTRICAL EQUIPMENT SHALL HAVE "UL" LABELS.WIRING DEVICES SHALL BE SPECIFICATION GRADE.PROVIDE ALL DISCONNECTS REQUIRED PER NATIONAL AND LOCAL ELECTRICALCODES RATED TO UTILITY SUPPLIED kAIC LIMITS, OR, IF NOT SUPPLIED, TO NECMINIMUMS.ALL EXPOSED WIRE AND WIRING BELOW CONCRETE SLABS SHALL BE INCONDUIT.WIRE: ALL WIRE SHALL BE COPPER, MINIMUM SIZE #12 AWG. ALLCONDUCTORS SHALL HAVE TYPE "THHN" INSULATION. CONDUCTORS #10 ANDSMALLER MAY BE SOLID. GROUNDING CABLES SHALL BE NO SMALLER THAN 4COPPER.BREAKER PANELS: FURNISH AND INSTALL A BREAKER PANEL ASMANUFACTURED BY SQUARE D OR ITE. INSTALL PANEL SO TOP BREAKER IS NOHIGHER THAN 6'-0".FURNISH AND INSTALL TYPEWRITTEN DIRECTORY. IDENTIFY AND LABEL ALLELECTRICAL SERVICE EQUIPMENT.GROUNDING: GROUNDING SHALL BE DONE STRICTLY ACCORDING TO SECTION250.52 OF THE NATIONAL ELECTRIC CODE USING ACCEPTABLE ELECTRODESAND CONNECTIONS.SWITCHES: ALL SWITCHES SHALL BE RATED 20 AMP, 125 VOLT AND SHALL BEMOUNTED 4'-6" AFF, UNLESS NOTED OTHERWISE.RECEPTICALS: ALL RECEPTACLES TO BE 15 AMP, 125 VOLT, GROUNDING TYPEAND SHALL BE MOUNTED 18" AFF, UNLESS NOTED OTHERWISE.PROVIDE TEMPORARY POWER REQUIRED BY THE GENERAL CONTRACTOR ANDOTHER TRADES. COORDINATE POWER REQUIREMENTS WITH GC PRIOR TOINSTALLATION.LIGHTING FIXTURES: LIGHTING FIXTURES TO BE FURNISHED AND INSTALLEDCOMPLETE WITH LAMPS AS DETAILED ON THE PLANS OR AS INTENDED. SEEREFLECTED CEILING PLAN AND/OR LIGHTING PLAN FOR THE EXACT LOCATIONOF THE CEILING GRID, LIGHT FIXTURES, OR THE GENERAL INTENT OF THEDRAWINGS.SEE THE ELECTRICAL DRAWING(S) FOR THE FIXTURE SCHEDULE, NOTES ANDOTHER SPECIFICATION REQUIREMENTS.CONTRACTOR SHALL BE RESPONSIBLE FOR NOTICE TO THE INSPECTINGAUTHORITIES, ARCHITECT, OR GENERAL CONTRACTOR, SO THAT WORK CAN BEINSPECTED OR APPROVED BEFORE COVERING. THIS PROCEDURE SHALLOCCUR WITHOUT AFFECTING CONSTRUCTION PROGRESS AND COMPLETION.THE INTENTION OF THESE DOCUMENTS IS TO PROVIDE THE OWNER WITH ABUILDING COMPLETE IN ITS ENTIRETY AT THE TIME OF OCCUPANCY. IT IS THESUB-CONTRACTOR'S RESPONSIBILITY TO CONTACT THE GENERALCONTRACTOR DURING THE BIDDING/PRICING PHASE OF ANY DETAILS MISSING,VAGUE, OR INCOMPLETE SO THAT AN APPROPRIATE ADDENDUM ORCLARIFICATION CAN BE ISSUED. THE SELECTED CONTRACTOR SHALL PROVIDEALL MATERIALS, LABOR, TOOLS, EQUIPMENT, AND SERVICES NECESSARY FOR ACOMPLETE, FUNCTIONAL, AND OPERATIONAL FACILITY.E1.2