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AAC HC Submission Packet Comprehensive Documents FINAL #3
EXHIBIT A - PLAN DIAGRAMS [ADDED / REMOVED SF] 41' - 11"52' - 7"111' - 9"9' - 4"6' - 3"77' - 5"26' - 11"26' - 3"87' - 2" 105' - 11" 95' - 1" 2 1 ' - 0 "13' - 8"8FT TALL BRICK VENEER DUMPSTER ENCLOSURE AREA OF SOUTH EXPANSION (8500 SF) AREA OF WEST EXPANSION (2500 SF) AREA OF WEST REMOVAL (1125 SF) AREA OF WEST REMOVAL (2080 SF) AREA OF NORTH REMOVAL (7650 SF) ART LOADING DOCK AREA OF SCREENED MECHANICAL YARD (2100 SF)36' - 2"66' - 6" STAFF ENTRY PUBLIC ENTRY PUBLIC ENTRY EXISTING EAST DOCK UP EXPANDED DOUBLE HEIGHT LOBBY SPACE FROM BELOW AREA OF NORTH DOUBLE HEIGHT SPACE REMOVAL (2800 SF) PUBLIC ENTRY 2ND FLR SERVICE FACILITIES (2000 SF) 2ND FLR CULTURAL LIVING ROOM (5600 SF) AREA OF FOOTPRINT REMOVAL BELOW AREA OF WEST DOUBLE HEIGHT SPACE REMOVAL (1800 SF) 99' - 6"8' - 3"EXISTING STAGE FLY TOWER AREA OF FOOTPRINT REMOVAL BELOW 46' - 0" EXHIBIT B - LANDSCAPE PACKAGE DIDIDIDIDIDIDIDIDIDIDIDIDIDIMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHTRTRTRTRTRTRTRTR-L-110SITE LANDSCAPE PLAN - NORTH-L-310SOILS PLAN - NORTH-L-410TREE PLANTING PLAN - NORTH-L-510IRRIGATION PLAN - NORTHMACARTHUR PARKMILITARY MUSEUMCRESCENT DRIVECOMMERCE STREET ARKANSAS ARTS CENTERSOUTH PLAZANORTH PLAZAART SCHOOL YARDPARKING GROVECRESCENT LAWNCRESCENT DRIVEE. 9TH STREETART LOADING DOCKMACARTHUR PARKHISTORIC EASEMENT -L-610LIGHTING PLAN - NORTH-L-120MATERIALS PLAN - NORTH-L-420SHRUB & GROUNDCOVER PLANTING PLAN - NORTH-L-210LAYOUT PLAN - NORTH-L-111SITE LANDSCAPE PLAN - SOUTH-L-311SOILS PLAN - SOUTH-L-411TREE PLANTING PLAN - SOUTH-L-511IRRIGATION PLAN - SOUTH-L-611LIGHTING PLAN - SOUTH-L-121MATERIALS PLAN - SOUTH-L-421SHRUB & GROUNDCOVER PLANTING PLAN - SOUTH-L-211LAYOUT PLAN - SOUTHMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-001LANDSCAPE KEYPLAN------1/32"=1'-0"June 6, 2019016'32'64'96'SCALE: 1/32" = 1'-0"NOT FORCONSTRUCTION HISTORIC EASEMENTEVEVEVGASFHFHCBWATERMAINHBHBHBHBYHYHDIDIDIDI MHMHMHMHMHMHMHMHYHTRTRTRFUTURESCULPTURELOCATION1L-800(C-1) C.I.P. CONCRETEPAVEMENT, TYP.1L-120MATERIALS ENLARGEMENT PLAN - NORTH PLAZA1L-800(C-2) C.I.P. CONCRETEPAVEMENT, TYP.2L-800BRICK UNIT PAVING, TYP.4L-800NEW C.I.P. CONCRETECURB AND CURB CUT, TYP.4L-800C.I.P. CONCRETE CURB, TYP.4L-800C.I.P. CONCRETE CURB, TYP.1L-210LAYOUT ENLARGEMENT PLAN - NORTH PLAZASEE L-111SEE L-111PLANTING AREA, TYP.EXISTING CONCRETE CURBEXISTING CONCRETE CURBS TOREMAIN, PATCH & REPAIR AS NEEDED5' TYP.5'-6 " ,TYP.PRECAST CONCRETE PARKING BUMPER, TYP.SEE CIVIL SPECS.EDGE RESTRAINT AT PARKING, TYP.SEE CIVIL DWGS.CHIPSEAL PAVING, TYP.SEE CIVIL DWGS.EDGE RESTRAINT AT PARKING, TYP.SEE CIVIL DWGS.EDGE RESTRAINT AT PARKING, TYP.SEE CIVIL DWGS.4L-800C.I.P. CONCRETE CURB, TYP.CARPOOL PARKING SPOT,SEE CIVIL DWGS1L-8016FT DOUBLE SWING ART YARD GATE5L-801CHAINLINK FENCEVEHICULAR EXPOSEDAGGREGATE CONCRETE PAVING,SEE CIVIL DWGS FOR PROFILE4L-802BIKE RACK(5)MOTORCYCLE PARKING STALL(3)ELECTRIC VEHICLEPARKING STALLSNEW PAINTED STRIPINGTRASH RECEPTACLE, SEE SPECSEXISTING CONCRETESIDEWALK TO REMAIN1L-800(C-1) C.I.P. CONCRETEPAVEMENT, TYP.1L-800(C-1) C.I.P. CONCRETEPAVEMENT62'-8"59'-10 1/2"5'-6"4'-8" R40' R45'R2'9'R200'R195'8'-6"6'-2"1L-800(C-2) C.I.P. CONCRETEPAVEMENT, TYP.LEGENDLIMIT OF WORK LINESTONE UNIT PAVERSTONE MULCHVEHICULAR EXPOSEDAGGREGATE CONCRETE PAVINGBRICK UNIT PAVINGPROPOSED TREE PLANTINGCHIPSEAL PAVINGMETAL GATEEXISTING TREEEDGE RESTRAINT AT PARKING(C-2) C.I.P. CONCRETECURB TYPE TRANSITIONREINFORCED PAVING EDGEASPHALT PAVINGDIEVFHHBSTONE FLAGBIKE RACKSBUILDING ENTRANCE(C-1) PEDESTRIAN EXPOSEDAGGREGATE CONCRETE PAVINGMHEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYHYARD HYDRANT, SEEIRRIGATION SPECSELECTRIC VEHICLE PARKING SPOT,SEE ELECTRICAL DWGSTABLES AND CHAIRS, SEE SPECS.LOG PATHTRASH RECEPTACLE, SEE SPECS.TRMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-110SITE LANDSCAPEPLAN - NORTH------1/16"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"9L-800STONE PARKING LANE MARKER, TYP.NOT FORCONSTRUCTION FHHBHBYHYHYHYHDIDIDIDIDIDIDIDIDIDIDIDIMHMHMHMHMHMHMHMHMHMHTRTRTRTRTRFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATION1L-121MATERIALS ENLARGEMENT PLAN - SOUTH PLAZA1L-800(C-2) C.I.P. CONCRETE PAVEMENT, TYP.4L-800C.I.P. CONCRETE CURB, TYP.5L-800STONE CURB, TYP.4L-800C.I.P. CONCRETE CURB, TYP.1L-211LAYOUT ENLARGEMENT PLAN - SOUTH PLAZA2L-800BRICK UNIT PAVING, TYP.1L-800(C-1) C.I.P. CONCRETE PAVEMENT, TYP.SEE L-110AASEE L-110PLANTING AREA, TYP.EXISTING CONCRETE CURBEXISTING PARK BRICK PATH, TYP.EXISTING CONCRETE SIDEWALK11'-6"10'-10"6'TY P .6'TYP.PRECAST CONCRETEPARKING BUMPER, TYP.SEE CIVIL SPECS.EDGE RESTRAINT ATPARKING, TYP.SEE CIVIL DWGS.CHIPSEAL PAVING, TYP.SEE CIVIL SPECS.VEHICULAR EXPOSED AGGREGATECONCRETE PAVING, TYP.SEE CIVIL DWGS..CONCRETE JOINT, TYP.6'TYP.4L-802BIKE RACKEXISTING CONCRETE PATHWAYPRECAST CONCRETEPARKING BUMPER, TYP.SEE CIVIL SPECS.EDGE RESTRAINT ATPARKING, TYP.SEE CIVIL DWGS.CHIPSEAL PAVING, TYP.SEE CIVIL SPECS.VEHICULAR EXPOSED AGGREGATECONCRETE PAVING, TYP.SEE CIVIL DWGS..9L-800,STONE PARKINGLANE MARKER, TYP.10'-0"6'45'15'-4"4'-8"2L-8015FT SINGLE SWINGART YARD GATE5L-801CHAINLINK FENCE24'-10"19'-6"13'34'26'34'13'CARPOOL PARKING SPOT,SEE CIVIL DWGS4L-800C.I.P. CONCRETECURB, TYP.EXISTING CONCRETE SIDEWALK5L-800STONE CURB, TYP.1L-800(C-1) C.I.P.CONCRETEPAVEMENT1L-800(C-1) C.I.P. CONCRETEPAVEMENT, TYP.1L-800(C-1) C.I.P. CONCRETEPAVEMENT, TYP.58'- 6 "26'-5"34'-4 7/8"57' - 4 1 / 2 "86°R52'R47'R100'TRASH RECEPTACLE, SEE SPECS6'9'-9"LEGENDLIMIT OF WORK LINESTONE UNIT PAVERSTONE MULCHVEHICULAR EXPOSEDAGGREGATE CONCRETE PAVINGBRICK UNIT PAVINGPROPOSED TREE PLANTINGCHIPSEAL PAVINGMETAL GATEEXISTING TREEEDGE RESTRAINT AT PARKING(C-2) C.I.P. CONCRETECURB TYPE TRANSITIONREINFORCED PAVING EDGEASPHALT PAVINGDIEVFHHBSTONE FLAGBIKE RACKSBUILDING ENTRANCE(C-1) PEDESTRIAN EXPOSEDAGGREGATE CONCRETE PAVINGMHEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYHYARD HYDRANT, SEEIRRIGATION SPECSELECTRIC VEHICLE PARKING SPOT,SEE ELECTRICAL DWGSTABLES AND CHAIRS, SEE SPECS.LOG PATHTRASH RECEPTACLE, SEE SPECS.TRMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-111SITE LANDSCAPEPLAN - SOUTH------1/16"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"51'-2"R106' R12 3 ' - 2 "R53'R58'NOT FORCONSTRUCTION CBHBTR2L-800STONE UNIT PAVING, TYP.5L-800STONE CURB, TYP.1L-800(C-1) C.I.P. CONCRETE PAVEMENT5L-800STONE CURB, TYP.5L-800STONE CURB, TYP.EXTENT OF BUILDINGOVERHANG ABOVE, TYP.PLANTING AREA, TYP.EXISTING ASPHALTEXISTING CONCRETE CURBEXISTING CONCRETE CURBASPHALT PAVING, TYP.SEE CIVIL DWGS.BUILDING COLUMN,SEE ARCH DWGS.5L-820VINE PLANTING4L-802BIKE RACK3L-800STONE FLAG8L-800MOW STRIP, TYP.11L-800TACTILE PAVEMENTAT NORTH13L-800HENRY MOORE SCULPTURE BASE2L-810PRECASTSEATWALL - B3L-810PRECAST SEATWALL - C1L-810PRECAST SEATWALL - A2'-6"TYP.5L-800STONE CURB, TYP.LIMIT OF NEW ASPHALT PAVINGEXTENT OF BUILDINGOVERHANG ABOVE, TYP.7L-800DECORATIVE STONE MULCH, TYP.2L-800STONE UNIT PAVING,CUT INTO 4"x4" PAVERS, TYP.LEGENDLIMIT OF WORK LINESTONE UNIT PAVERSTONE MULCHVEHICULAR EXPOSEDAGGREGATE CONCRETE PAVINGBRICK UNIT PAVINGPROPOSED TREE PLANTINGCHIPSEAL PAVINGMETAL GATEEXISTING TREEEDGE RESTRAINT AT PARKING(C-2) C.I.P. CONCRETEREINFORCED PAVING EDGEASPHALT PAVINGEVFHHBSTONE FLAGBIKE RACKSBUILDING ENTRANCE(C-1) PEDESTRIAN EXPOSEDAGGREGATE CONCRETE PAVINGEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYHYARD HYDRANT, SEEIRRIGATION SPECSELECTRIC VEHICLE PARKING SPOT,SEE ELECTRICAL DWGSTABLES AND CHAIRSLOG PATHDIMHCBTRASH RECEPTACLE, SEE SPECS.TRMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-120MATERIALSENLARGEMENT PLAN- NORTH PLAZA------1/8"=1'-0"June 6, 20191MATERIALS ENLARGEMENT PLAN - NORTH PLAZASCALE: 1/8" = 1'-0"04'8'16'24'SCALE: 1/8" = 1'-0"NOT FORCONSTRUCTION HBHBYHDIDIDIMHTRTR1L-812PRECAST SEATWALL - E5L-812PRECAST HAHA WALL4L-811PRECAST SEATWALL - G3L-811PRECAST SEATWALL - F1L-811PRECAST SEATWALL - D1L-800(C-1) C.I.P. CONCRETE PAVEMENT, TYP.7L-800DECORATIVE STONE MULCH, TYP.7L-800DECORATIVE STONE MULCH, TYP.1L-800(C-1) C.I.P. CONCRETEPAVEMENT, TYP.5L-800STONE CURB, TYP.3L-802LOG PATH, TYP.1L-802BOG BRIDGE - TYPICAL3L-802LOG PATH8L-800MOW STRIP, TYP.8L-800MOW STRIP, TYP.EXTENT OF BUILDINGROOFLINE ABOVESCULPTURE, TO REMAIN.TABLES AND CHAIRS, TYP.SEE SPECS.12L-800TACTILE PAVEMENT AT SOUTH8L-800MOW STRIP----L-122SOUTH PLAZA ENLARGEMENT PLANTITLE Header Header Header data data data data data data data data data 1L-802BOG BRIDGE - TYPICAL1L-813SCOUR ZONE - TYPICAL1L-813SCOUR ZONE - TYPICAL1L-813SCOUR ZONE - TYPICALLEGENDLIMIT OF WORK LINESTONE UNIT PAVERSTONE MULCHVEHICULAR EXPOSEDAGGREGATE CONCRETE PAVINGBRICK UNIT PAVINGPROPOSED TREE PLANTINGCHIPSEAL PAVINGMETAL GATEEXISTING TREEEDGE RESTRAINT AT PARKING(C-2) C.I.P. CONCRETEREINFORCED PAVING EDGEASPHALT PAVINGEVFHHBSTONE FLAGBIKE RACKSBUILDING ENTRANCE(C-1) PEDESTRIAN EXPOSEDAGGREGATE CONCRETE PAVINGEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYHYARD HYDRANT, SEEIRRIGATION SPECSELECTRIC VEHICLE PARKING SPOT,SEE ELECTRICAL DWGSTABLES AND CHAIRSLOG PATHDIMHCBTRASH RECEPTACLE, SEE SPECS.TRMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-121MATERIALSENLARGEMENT PLAN- SOUTH PLAZA------1/8"=1'-0"June 6, 20191MATERIALS ENLARGEMENT PLAN - SOUTH PLAZASCALE: 1/8" = 1'-0"04'8'16'24'SCALE: 1/8" = 1'-0"NOT FORCONSTRUCTION DIMH1L-800(C-1) C.I.P. CONCRETEPAVEMENT, TYP.EXTENT OF BUILDINGROOFLINE ABOVE2L-811PRECAST SEATWALL - E7L-812FLUSH PRECAST CURB, TYP.3L-800STONE FLAG, TYP.5L-800STONE CURBDECOMPOSED GRANITEJOINT INFILL, TYP.EDGE OF FLAGSTONE PATH4' T Y P .2L-802STONE OUTCROP AT PLAZA PETAL1L-813SCOUR ZONE - TYPICALEVYHLEGENDLIMIT OF WORK LINESTONE UNIT PAVERSTONE MULCHVEHICULAR EXPOSEDAGGREGATE CONCRETE PAVINGBRICK UNIT PAVINGPROPOSED TREE PLANTINGCHIPSEAL PAVINGMETAL GATEEXISTING TREEEDGE RESTRAINT AT PARKING(C-2) C.I.P. CONCRETEREINFORCED PAVING EDGEASPHALT PAVINGFHHBSTONE FLAGBIKE RACKSBUILDING ENTRANCE (C-1) PEDESTRIAN EXPOSEDAGGREGATE CONCRETE PAVINGEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYARD HYDRANT, SEEIRRIGATION SPECSELECTRIC VEHICLE PARKING SPOT,SEE ELECTRICAL DWGSTABLES AND CHAIRSLOG PATHDIMHCBTRASH RECEPTACLE, SEE SPECS.TRMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-122MATERIALSENLARGEMENT PLAN -SOUTH PLAZA PETAL------1/X"=1'-0"June 6, 20191MATERIALS ENLARGEMENT PLAN - SOUTH PLAZASCALE: 1/4"=1'-0"02'4'8'12'SCALE: 1/4" = 1'-0"NOT FORCONSTRUCTION MEN RR133CBHBTRCLCL1'-6"4'-6 1/4"2'-5 1/2"2'-5 1/2" 5' T Y P .101'-5 1/8"87'-1"7' -3 "4'-9"DOOR27'-4"OPENING34'-2"18'-2"22'47'-10"46'-5" 5' TYP.17'-2"147°131°5'-2 5/8"SEE PRECAST SEATWALL - B - 2/L810SE E P R E C A S T S E A T W A L L - B - 2 / L 8 1 0 SEE PRECAST SEATWALL - A - 1/L8104'- 4 1 / 4 " SE E P R E C A S T S E A T W A L L - A - 1 / L 8 1 0 MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-210LAYOUT ENLARGEMENTPLAN - NORTH PLAZA------1/X"=1'-0"June 6, 201904'8'16'24'SCALE: 1/8" = 1'-0"1LAYOUT ENLARGEMENT PLAN - NORTH PLAZASCALE: 1/8" = 1'-0"NOT FORCONSTRUCTION HBHBYHDIDIDIMH27'-4 1/2"10'-8", TYP.8'TYP.EXTENT OF BUILDINGROOFLINE ABOVESCULPTURE, TO REMAIN.140°6' TYP.6'TYP.30'-0 7/8" 3'- 1 1 " 3'- 1 1 " 6'- 4 1 / 2 " 6' TYP. 15'- 7 " 20'- 9 1 / 2 "18'-4"17'-1"15'-9 1/2"R5'-6"29' 28'-3"16'-8 1/2"R18'-9"R10'R62'R18'R17'R17'R61'-4"R9 ' - 6 " R1 2 'P.I.P.C.P.C.P.C.P.C.P.I.P.I.P.C.P.C.P.C.P.I.4'-9"3' -9"3'MIN.3'-4 " 2'-5"2' -7 "2' -8 "R24'-2"21' -8 "MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-211LAYOUT ENLARGEMENTPLAN - SOUTH PLAZA------1/X"=1'-0"June 6, 201904'8'16'24'SCALE: 1/8" = 1'-0"1LAYOUT ENLARGEMENT PLAN - SOUTH PLAZASCALE: 1/8" = 1'-0"3'-1 3/4"3'TYP.17'-0"NOT FORCONSTRUCTION DIMHEXTENT OF BUILDINGROOFLINE ABOVE19 ' - 1 0 1 / 4 " 44'-5 1/4" 70 ' - 2 3 / 4 "39.75°141.7 7 °1-1/2" MAX.3'- 8 3 / 4 " 16 ' - 1 1 / 2 " 14 ' - 1 0 1 / 8 " 15 ' - 0 3 / 4 " 40 ' - 3 3 / 4 " 9'- 8 " M I N .3L-800STONE FLAGEDGE OFFLAGSTONE PATH4' T Y P .2L-802STONE OUTCROPAT PLAZA PETAL1L-813SCOUR ZONE - TYPICALMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-212LAYOUT ENLARGEMENTPLAN - SOUTH PLAZAPETAL------1/X"=1'-0"June 6, 20191LAYOUT ENLARGEMENT PLAN - SOUTH PLAZA PETALSCALE: 1/4"=1'-0"02'4'8'12'SCALE: 1/4" = 1'-0"NOT FORCONSTRUCTION HISTORIC EASEMENTGASFHFHCBWATERMAINHBHBHBHBYHYHDIDIDIDI MHMHMHMHMHMHMHMHYHFUTURESCULPTURELOCATIONSEE L-311SEE L-31113', TYP.3L-830STRUCTURAL SOIL4L-830AMENDED NATIVE SOIL - TREE AND SHRUB2L-830HIGH USE LAWN SOIL3L-830STRUCTURAL SOIL4L-830AMENDED NATIVE SOIL - TREE AND SHRUB18'-8"15'-2"15'-2"22'-8"13' TYP.13', TYP.5L-830NATIVE AMENDED SOIL - MEADOWLANDSCAPE UNDERDRAIN, TYP.LANDSCAPE UNDERDRAIN, TYP.LEGENDLIMIT OF WORK LINEHIGH USE LAWN SOILBIOSWALE SOILAMENDED NATIVE SOIL - TREES ANDSHRUBPROPOSED TREE PLANTINGEXISTING TREEDIFHHBSTONE FLAGBUILDING ENTRANCEMHEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYHYARD HYDRANT, SEEIRRIGATION SPECSLOG PATHSOIL TYPE BOUNDARYSTRUCTURAL SOILAMENDED NATIVE SOIL - MEADOWLANDSCAPE UNDERDRAIN,SEE CIVIL FOR LOCATIONSMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-310SITE SOILS PLAN - NORTH------1/X"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"NOT FORCONSTRUCTION FHHBHBYHYHYHYHDIDIDIDIDIDIDIDIDIDIDIDIMHMHMHMHMHMHMHMHMHMHFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONSEE L-310SEE L-31013', TYP.26', TYP.EXTENT OF OPEN GRADEDSTORAGE, BY OTHERS,SEE CIVIL DWGS.3L-830STRUCTURAL SOIL4L-830AMENDED NATIVE SOIL- TREE AND SHRUB3L-830STRUCTURAL SOIL4L-830AMENDED NATIVE SOIL- TREE AND SHRUB2L-830HIGH USE LAWN SOIL2L-830HIGH USE LAWN SOIL1L-830BIOSWALE SOIL1L-830BIOSWALE SOIL13', TYP.3L-830STRUCTURAL SOIL5L-830NATIVE AMENDED SOIL - MEADOW5L-830NATIVE AMENDED SOIL - MEADOWLANDSCAPE UNDERDRAIN, TYP.LANDSCAPE UNDERDRAIN, TYP.LANDSCAPE UNDERDRAIN, TYP.LEGENDLIMIT OF WORK LINEHIGH USE LAWN SOILBIOSWALE SOILAMENDED NATIVE SOIL - TREES ANDSHRUBPROPOSED TREE PLANTINGEXISTING TREEDIFHHBSTONE FLAGBUILDING ENTRANCEMHEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYHYARD HYDRANT, SEEIRRIGATION SPECSLOG PATHSOIL TYPE BOUNDARYSTRUCTURAL SOILAMENDED NATIVE SOIL - MEADOWLANDSCAPE UNDERDRAIN,SEE CIVIL FOR LOCATIONSMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-311SITE SOILS PLAN -SOUTH------1/X"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"NOT FORCONSTRUCTION PLANT SCHEDULEMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-400PLANTING SCHEDULE------NTSJune 7, 2019DECIDUOUS TREESQTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES13TD1TAXODIUM DISTICHUMBALD CYPRESS4" CAL.B&BAS SHOWNSINGLE STRAIGHT LEADER, FULL SYMMETRICAL CROWN43TD2TAXODIUM DISTICHUMBALD CYPRESS2.5" CAL.B&BAS SHOWNSINGLE STRAIGHT LEADER, FULL SYMMETRICAL CROWN7TD3TAXODIUM DISTICHUMBALD CYPRESS10" CAL.B&BAS SHOWNSINGLE STRAIGHT LEADER, FULL SYMMETRICAL CROWN. TREE SHOULD BE BRANCHED ABOVE 6' MIN.7NS1NYSSA SYLVATICAWATER TUPELO4" CAL.B&BAS SHOWNSINGLE STRAIGHT LEADER, FULL SYMMETRICAL CROWN21NS2NYSSA SYLVATICAWATER TUPELO2.5" CAL.B&BAS SHOWNSINGLE STRAIGHT LEADER, FULL SYMMETRICAL CROWN4NS3NYSSA SYLVATICAWATER TUPELO10" CAL.B&BAS SHOWNSINGLE STRAIGHT LEADER, FULL SYMMETRICAL CROWN. TREE SHOULD BE BRANCHED ABOVE 6' MIN.31QBQUERCUS BICOLORSWAMP WHITE OAK4" CAL.B&BAS SHOWNSINGLE STRAIGHT LEADER, FULL SYMMETRICAL CROWN. TREE SHOULD BE BRANCHED ABOVE 6' MIN.38QMQUERCUS MACROCARPABUR OAK4" CAL.B&BAS SHOWNSINGLE STRAIGHT LEADER, FULL SYMMETRICAL CROWN47QMaQUERCUS MARILANDRICABLACKJACK OAK4" CAL.B&BAS SHOWNSINGLE STRAIGHT LEADER, FULL SYMMETRICAL CROWN. TREE SHOULD BE BRANCHED ABOVE 6' MIN.5QPQURECUS PALUSTRISPIN OAK2" CAL.B&BAS SHOWNSINGLE STRAIGHT LEADER, FULL SYMMETRICAL CROWN41QPhQUERCUS PHELLOSWILLOW OAK4" CAL.B&BAS SHOWNSINGLE STRAIGHT LEADER, FULL SYMMETRICAL CROWN. TREE SHOULD BE BRANCHED ABOVE 6' MIN.VALLEYUNDERSTORYSHRUBSQTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES74S-APAESCULUS PAVIARED BUCKEYE6'-8' HEIGHTB&B60" O.C.FULL PLANTS59S-ATASIMINA TRILOBAPAWPAW10 GAL. 2-3' HEIGHTCONT.60" O.C.FULL PLANTS89S-CACELTHRA ALNIFOLIASUMMERSWEET CLETHRA5 GAL. 2-3' HEIGHTCONT.36" O.C.FULL PLANTS89S-IGvILEX GLABRA 'IVORY QUEEN'IVORY QUEEN INKBERRY HOLLY5 GAL. 2-3' HEIGHTCONT.36" O.C.DIOECIOUS FEMALE, PROVIDE POLLINATOR FULL PLANTS45S-IGsILEX GLABRA 'SHAMROCK'SHAMROCK INKBERRY HOLLY5 GAL. 2-3' HEIGHTCONT.36" O.C.DIOECIOUS FEMALE, PROVIDE POLLINATOR FULL PLANTS89S-IGpILEX GLABRA 'PRETTY BOY'PRETTY BOY INKBERRY HOLLY5 GAL. 2-3' HEIGHTCONT.36" O.C.POLLINATOR FOR ILEX GLABRA, FULL PLANTS89S-IVrILEX VERTICILLATA 'RED SPRITE'WINTERBERRY HOLLY3 GAL. 15-18" HEIGHTCONT.36" O.C.DIOECIOUS FEMALE, PROVIDE POLLINATOR FULL PLANTS89S-IVjILEX VERTICILLATA 'JIM DANDY'WINTERBERRY HOLLY3 GAL. 15-18" HEIGHTCONT.36" O.C.POLLINATOR FOR ILEX VERTICILLATA, FULL PLANTS89S-IPILLICUM PARVIFLORUMSMALL ANISE TREE5 GAL. 2-3' HEIGHTCONT.36" O.C.FULL PLANTS89S-MCMYRICA CERIFERAWAX MYRTLE6-8' HEIGHTB&B60" O.C.FULL PLANTS89S-PJPIERIS JAPONICAJAPANESE PIERIS5 GAL. 2-3' HEIGHTCONT.36" O.C.FULL PLANTS89S-PLPRUNUS LAUROCERASUSENGLISH LAUREL5 GAL. 2-3' HEIGHTCONT.36" O.C.FULL PLANTS134S-VNVIBURNUM NUDUM 'BRANDYWINE'POSSUMHAW VIBURNUM5 GAL. 2-3' HEIGHTCONT.36" O.C.FULL PLANTS74S-VPVIBURNUM PRUNIFOLIUMBLACKHAW VIBURNUM6-8' HEIGHTB&B60" O.C.FULL PLANTSGROUNDCOVERSUN MIX - 1,181 SQ FT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES589G-BCBOUTELOUA CURTIPENDULASIDE OATS GRAMA1 GAL. 12" HEIGHTCONT.12" O.C.FULL PLANTS687G-CTCAREX TEXENSISTEXAS SEDGE5" D X 2"WPLUG10" O.C.FULL PLANTS687G-CVCAREX VULOPINOIDEAFOX SEDGE5" D X 2"WPLUG10" O.C.FULL PLANTSSHADE MIX - 5,281 SQ FT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES2459G-CACAREX APPALACHIAAPPALACHIAN SEDGE5" D X 2"WPLUG10" O.C.FULL PLANTS2459G-CPCAREX PENNSYLVANICAOAK SEDGE5" D X 2"WPLUG10" O.C.FULL PLANTS1932G-CLCHASMANTHIUM LAXUMSLENDER WOOD OATS1 GAL. 12" HEIGHTCONT.12" O.C.FULL PLANTS1932G-DPDENNSTAEDTIA PUNCTILOBULAHAY SCENTED FERN1 GAL. 12" HEIGHTCONT.12" O.C.FULL PLANTSCYPRESS LOWLANDSSHRUBSQTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES60S-AFAMORPHA FRUTICOSAFALSE INDIGO10 GAL. 3-4' HEIGHTCONT.60" O.C.FULL PLANTS105S-CFCALYCANTHUS FLORIDUS 'CAROLINA'CAROLINA ALLSPICE5 GAL. 2-3' HEIGHTCONT.36" O.C.FULL PLANTS105S-COCEPHALANTHUS OCCIDENTALISBUTTONBUSH5 GAL. 2-3' HEIGHTCONT.36" O.C.FULL PLANTS99S-CACLETHRA ALNIFOLIASUMMERSWEET CLETHRA3 GAL. 15-18" HEIGHTCONT.36" O.C.FULL PLANTS99S-IVITEA VIRGINICA 'HENRY'S GARNET'VIRGINIA SWEETSPIRE3 GAL. 15-18" HEIGHTCONT.36" O.C.FULL PLANTS62S-HIHAMAMELIS X INTERMEDIA 'LUNA'LUNA WITCH HAZEL10 GAL. 3-4' HEIGHTCONT.60" O.C.FULL PLANTS105S-LLLYONIA LUCIDAFETTERBUSH5 GAL. 2-3' HEIGHTCONT.36" O.C.FULL PLANTS60S-RVRHODODENDRON VISCOSUMSWAMP AZALEA10 GAL. 3-4' HEIGHTCONT.60" O.C.FULL PLANTS105S-SCSAMBUCUS CANADENSISELDERBERRY3' GAL. 15-18" HEIGHTCONT.36" O.C.FULL PLANTSGROUNDCOVERSUN MIX - WET - 1,261 SQFT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES73G-AIAESCLEPSIS INCARNATASWAMP MILKWEED3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS127G-CBCAREX BLANDACREEK SEDGE3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS36G-EMEUTROCHIUM MACULATUMJOE PYE WEED3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS55G-EPECHINACEA PURPUREAPURPLE CONEFLOWER3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS73G-MFMONARDA FISTULOSAWILD BERGAMONT3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTSSUN MIX - DRY -3,814 SQ FT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES110G-ACAESCLEPSIS TUBEROSABUTTERFLY MILKWEED3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS110G-AEBAPTISIA ALBAWHITE WILD INDIGO3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS220G-BACAREX VULOPINOIDEAFOX SEDGE3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS165G-CCCHASMANTHIUM LATIFOLIUMSEA OATS3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS110G-CSECHINACEA PURPUREA 'PEACOCK WHITE'WHITE CONEFLOWER3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS220G-CLSCHIZACHYRIUM SCOPARIUMLITTLE BLUESTEM3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS165G-EPSPOROBOLUS HETEROLEPSISPRAIRIE DROPSEED3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTSSHADE MIX - WET - 1,280 SQ FT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES74G-AHASMONIA HUBRICHTIIARKANSAS BLUESTAR3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS55G-EAERYGINUM AQUATICUMMARSH RATTLESNAKE MASTER3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS74G-ICIRIS CRISTATA 'TENESSEE'DWARF CRESTED IRIS3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS92G-OCOSMUNDASTRUM CINNAMOMEUMCINNAMON FERN3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS74G-OROSMUNDA REGALISROYAL FERN3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTSSHADE MIX - DRY - 1,850 SQ FT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES46G-AhyAGROSTIS HYEMALISHAIR GRASS3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS116G-CCrCAREX CRINATAFRINGED SEDGE3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS116G-CSCAREX STRICTATUSSOCK SEDGE3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS69G-EHELYMUS HYSTRIXBOTTLEBUSH GRASS3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS116G-PVPANICUM VIRGATUM 'NORTHWIND'SWITCHGRASS3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTSBULBSQTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES5000NARCISSUS SP.WHITE DAFFODILN/ABULB12" O.C.EVENLY DISTRIBUTEOAK SAVANNAHGROUNDCOVERSUN MIX - 21,260 SQ FT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES20%G-AGANDROPOGON GERADIIBIG BLUESTEMSEEDN/ASPREAD EVENLY, SEE QUANTITY FOR %123G-BBBAPTISIA BRACHTEATAFALSE INDIGO3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS. PLANTED IN DRIFTS20%G-BCBOUTELOUA CURTIPENDULASIDE OATS GRAMASEEDN/ASPREAD EVENLY, SEE QUANTITY FOR %15%G-CVCAREX VULOPINOIDEAFOX SEDGESEEDN/ASPREAD EVENLY, SEE QUANTITY FOR %123G-LPLIASTRAIS PYCNOSTACHYAPRAIRIE BLAZING STAR3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS. PLANTED IN DRIFTS10%G-RHRUDBECKIA HIRTABLACK EYED SUSANSEEDN/ASPREAD EVENLY, SEE QUANTITY FOR %20%G-SSSCHIZACHYRIUM SCOPARIUMLITTLE BLUESTEMSEEDN/ASPREAD EVENLY, SEE QUANTITY FOR %15%G-SHSPOROBOLUS HETEROLEPSISPRAIRIE DROPSEEDSEEDN/ASPREAD EVENLY, SEE QUANTITY FOR %SHADE MIX - 11,742 SQ FT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES20%G-AhyAGROSTIS HYEMALISHAIR GRASSSEEDN/ASPREAD EVENLY, SEE QUANTITY FOR %30%G-CPCAREX PENNSYLVANICAOAK SEDGESEEDN/ASPREAD EVENLY, SEE QUANTITY FOR %30%G-ClaCHASMANTHIUM LAXUMSLENDER WOOD OATSSEEDN/ASPREAD EVENLY, SEE QUANTITY FOR %20%G-EVELYMUS VILLOSUSSILK WILD RYESEEDN/ASPREAD EVENLY, SEE QUANTITY FOR %146G-PAPENESTEMON ARKANSUSARKANSAS BEARD TONGUE3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS. PLANTED IN DRIFTSNotes: 1. Use the following application rate - (10-20 lb/ acre)Notes: 2. Use the following Ecotypes if available - South East (AR, OK, TX, MO) 2. Overseed in fall with covercrop Triticum - Winter WheatBULBSQTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES13000NARCISSUS SP.WHITE DAFFODILN/ABULB12" O.C.EVENLY DISTRIBUTED13000TULIPA TURKESTANICASPECIES TULIPN/ABULB12" O.C.EVENLY DISTRIBUTEDPARKING GROVESHRUBSQTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES774S-FGFOTHERGILLA GARDENIIDWARF FOTHERGILLA3 GAL. 15-18" HEIGHTCONT.36" O.C.FULL PLANTS774S-RARHUS AROMATICA 'GRO-LOW'FRAGRANT SUMAC3 GAL. 15-18" HEIGHTCONT.36" O.C.FULL PLANTS80S-IPILLICUM PARVIFLORUMSMALL ANISE TREE7 GAL. 2-3' HEIGHTCONT.60" O.C.FULL PLANTS516S-IGvILEX GLABRA 'IVORY QUEEN'IVORY QUEEN INKBERRY HOLLY3 GAL. 15-18" HEIGHTCONT.36" O.C.DIOECIOUS FEMALE, PROVIDE POLLINATOR FULL PLANTS516S-IGpILEX GLABRA 'PRETTY BOY'PRETTY BOY INKBERRY HOLLY3 GAL. 15-18" HEIGHTCONT.36" O.C.POLLINATOR FOR ILEX GLABRA, FULL PLANTS80S-PLPRUNUS LAUROCERASUSENGLISH LAUREL7 GAL. 2-3' HEIGHTCONT.60" O.C.FULL PLANTS107S-VNVIBURNUM NUDUM 'BRANDYWINE'POSSUMHAW VIBURNUM7 GAL. 2-3' HEIGHTCONT.60" O.C.FULL PLANTSGROUNDCOVER - 14,692SQ FT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES21156G-CPCAREX PENSYLVANICAOAK SEDGE5" D X 2"WPLUG10" O.C.FULL PLANTS, EVENLY DISTRIBUTEDPETAL PERENNIALS -SUN MIXPERENNIALS - 1,283 SQ FT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES37P-AHASMONIA HUBRICHTIIBLUESTAR3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS85P-EPECHINACEA PURPUREA ' PEACOCK WHITE'WHITE CONEFLOWER3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS56P-FRFILIPENDULA RUBRAQUEEN OF THE PRARIE3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS81P-HSHEMEROCALLIS SPP.WHITE DAYLILY3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS111P-CLCHASMANTHIUM LATIFOLIUMSEA OATS3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTSPETAL PERENNIALS -SHADE MIXPERENNIALS - 2,044 SQ FT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES59P-APACTEA PACHYPODAWHITE BANEBERRY3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS89P-ARACTEA RACEMOSABLACK COHOSH3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS118P-AQANEMONE QUINQUEFOLIAWOOD ANEMONE3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS89P-TCTIARELLA CORDIFOLIAFOAMFLOWER3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS89P-SCSANGUINARA CANADENSISBLOODROOT3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTS148P-ZSZANTHORIZA SIMPLICISSIMAYELLOWROOT3 GAL. 15-18" HEIGHTCONT.24" O.C.FULL PLANTSART YARD HEDGESHRUBSQTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES72S-MCMYRICA CERIFERAWAX MYRTLE6-8' HEIGHTB&B60" O.C.FULL PLANTSVINESQTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTES38PARTHENOCISSUS QUINQUEFOLIAVIRGINIA CREEPER3. GAL.CONT.12" O.C.FULL PLANTSLAWNSOD7,940 SQ FT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTESCYNODON DACTYLON 'RIVIERA'RIVIERA BERMUDA GRASSN/ASODN/ASEED27,146 SQ FT.QTYSYMBOTANICAL NAMECOMMON NAMESIZECONDITIONSPACINGNOTESCYNODON DACTYLON 'RIVIERA'RIVIERA BERMUDA GRASSN/ASEEDN/AEVENLY DISTRIBUTEDNOT FORCONSTRUCTION HISTORIC EASEMENTGASFHFHCBWATERMAINHBHBHBHBYHYHDIDIDIDI MHMHMHMHMHMHMHMHYHFUTURESCULPTURELOCATIONTD1TD1NS1TD1TD1NS1NS2TD2TD2NS2TD2TD2NS2TD2TD2TD2TD2TD2TD2NS2TD2TD2TD2TD2QPQPQPQPQPQPhQBQMQMaQMQMQMQMQMQMQMQMQMQMQMQMQBQBQBQBQBQBQBQPhQPhQPhQPhQPhQPhQPhQPhQPhQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaNS1QMQMQMQMQMaQMQMaQMQBUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE4''W4''W4''W4''W4''W4''W4''W4''W6''W6''W6''W6''W6''W6''W6''W6''WUGTUGTUGTUGTUGTUGTUGTUGTGASGASGASGASGASGASUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFO UGFOUGFO4' ' SSSS8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS6'' SS 6'' SS 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S SSSSSWM6''W6''W6''W6''W6''W6''W6''WWM6' 'W6''W6''W6''W6''W6''WUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE4''W4''W4''W4''W4''W4''W4''W4''W6''W6''W6''W6''W6''W6''W6''W6''WUGTUGTUGTUGTUGTUGTUGTUGTGASGASGASGASGASGASUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFO UGFOUGFO4' ' SSSS8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS6'' SS 6'' SS 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S SSSSSWM6''W6''W6''W6''W6''W6''W6''WWM6' 'W6''W6''W6''W6''W6''WNS3TD3NS3TD3SEE L-411SEE L-41120' TYP.20'-0" TYP.LEGENDLIMIT OF WORK LINESHRUB AND GROUNDCOVER,SEE L420 & L421PROPOSED TREE PLANTINGEXISTING TREEDIFHHBSTONE FLAGBUILDING ENTRANCEMHEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYHYARD HYDRANT, SEEIRRIGATION SPECSLOG PATHPROPOSED SHRUB PLANTINGNS2QPhNOTE:1.SEE IRRIGATION DRAWINGS AND SPECIFICATIONS.2.SEE L-400 FOR PLANTING SCHEDULEMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-410TREE PLANTING PLAN- NORTH------1/16"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"NOT FORCONSTRUCTION TD1TD1TD1NS1TD1TD1TD2TD1TD1TD1TD2NS1TD1NS1TD2TD2TD2NS2TD2NS2NS2NS2TD2NS2TD2NS2TD2TD2TD2TD2TD2NS2NS2NS2NS2NS2NS2TD2TD2TD2TD2NS2TD2NS1TD2NS2TD2NS2NS2QBQBTD2TD2QMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaTD3QMaQBQMaNS3TD2TD2TD3TD3TD2TD2TD3TD2TD2NS3QPhQPhTD2TD2TD3QPhQPh6'' SS 6'' SS 6'' SS6'' SSS6''W6''W6''W6''W6'' SS 6'' SS 6'' SS6'' SSS6''W6''W6''W6''WQMaFHHBHBYHYHYHYHDIDIDIDIDIDIDIDIDIDIDIDIMHMHMHMHMHMHMHMHMHMHFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONSEE L-610AASEE L-610AANOTE:1.SEE IRRIGATION DRAWINGS AND SPECIFICATIONS.2.SEE L-400 FOR PLANTING SCHEDULELEGENDLIMIT OF WORK LINESHRUB AND GROUNDCOVER,SEE L420 & L421PROPOSED TREE PLANTINGEXISTING TREEDIFHHBSTONE FLAGBUILDING ENTRANCEMHEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYHYARD HYDRANT, SEEIRRIGATION SPECSLOG PATHPROPOSED SHRUB PLANTINGNS2QPhMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-411TREE PLANTING PLAN- SOUTH------1/16"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"NOT FORCONSTRUCTION HISTORIC EASEMENTGASFHFHCBWATERMAINHBHBHBHBYHYHDIDIDIDI MHMHMHMHMHMHMHMHYHFUTURESCULPTURELOCATIONUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE4''W4''W4''W4''W4''W4''W4''W4''W6''W6''W6''W6''W6''W6''W6''W6''WUGTUGTUGTUGTUGTUGTUGTUGTGASGASGASGASGASGASUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFO UGFOUGFO4' ' SSSS8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS6'' SS 6'' SS 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S SSSSSWM6''W6''W6''W6''W6''W6''W6''WWM6' 'W6''W6''W6''W6''W6''WUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE4''W4''W4''W4''W4''W4''W4''W4''W6''W6''W6''W6''W6''W6''W6''W6''WUGTUGTUGTUGTUGTUGTUGTUGTGASGASGASGASGASGASUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFO UGFOUGFO4' ' SSSS8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS6'' SS 6'' SS 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S 4' ' S S SSSSSWM6''W6''W6''W6''W6''W6''W6''WWM6' 'W6''W6''W6''W6''W6''WSOD LAWN7,888 SF4,733 SF476 SF692 SF654 SF5,281 SF2,856 SF2,406 SF1,818 SF126 SF77 SF1,274 SF25 SF, TYP.398 SF551 SF163 SF289 SF37 SF159 SF72 SF225 SF93 SFSEE L-421SEE L-421NOTE:1.SEE IRRIGATION DRAWINGS AND SPECIFICATIONS.2.SEE L-500 FOR PLANTING SCHEDULELEGENDLIMIT OF WORK LINEOAK SAVANNAH - SUN MIXOAK SAVANNAH - SHADE MIXPROPOSED TREE PLANTINGPLANT TYPE BOUNDARYEXISTING TREEPLANT BED BOUNDARYDIFHHBSTONE FLAGBUILDING ENTRANCEMHEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYHYARD HYDRANT, SEEIRRIGATION SPECSLOG PATHVALLEY UNDERSTORY - SUN MIXVALLEY UNDERSTORY - SHADE MIXCYPRESS LOWLANDS - SUN MIX - WETCYPRESS LOWLANDS - SUN MIX - DRYPETAL PERENNIALS - SUN MIXPETAL PERENNIALS - SHADE MIXPROPOSED SHRUB PLANTINGTD2QPhSOD LAWNSEEDED LAWNVINE PLANTINGCYPRESS LOWLANDS - SHADE MIX - WETCYPRESS LOWLANDS - SHADE MIX - DRYMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-420SHRUB &GROUNDCOVERPLANTING PLAN - NORTH------1/X"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"NOT FORCONSTRUCTION 6'' SS 6'' SS 6'' SS6'' SSS6''W6''W6''W6''W6'' SS 6'' SS 6'' SS6'' SSS6''W6''W6''W6''WFHHBHBYHYHYHYHDIDIDIDIDIDIDIDIDIDIDIDIMHMHMHMHMHMHMHMHMHMHFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONSEE L-420SEE L-420SOD LAWN4826 SQ. FT.SEED LAWN1415 SQ. FT.SEED LAWN19358 SQ. FT.SOD LAWN3114.1 SQ. FT.2,107 SF2,551 SF28 SF, TYP.52 SF, TYP.AT ISLANDS323 SF28 SF, TYP.323 SFSEED LAWN12718 SQ. FT.222 SF162 SF397 SF900 SF622 SF11,345 SF4,735 SF788 SF526 SF561 SF654 SF548 SF735 SF2,881 SF1,182 SF878 SF93 SFNOTE:1.SEE IRRIGATION DRAWINGS AND SPECIFICATIONS.2.SEE L-400 FOR PLANTING SCHEDULELEGENDLIMIT OF WORK LINEOAK SAVANNAH - SUN MIXOAK SAVANNAH - SHADE MIXPROPOSED TREE PLANTINGPLANT TYPE BOUNDARYEXISTING TREEPLANT BED BOUNDARYDIFHHBSTONE FLAGBUILDING ENTRANCEMHEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYHLOG PATHVALLEY UNDERSTORY - SUN MIXVALLEY UNDERSTORY - SHADE MIXCYPRESS LOWLANDS - SUN MIX - WETCYPRESS LOWLANDS - SUN MIX - DRYPETAL PERENNIALS - SUN MIXPETAL PERENNIALS - SHADE MIXPROPOSED SHRUB PLANTINGTD2QPhSOD LAWNSEEDED LAWNVINE PLANTINGCYPRESS LOWLANDS - SHADE MIX - WETCYPRESS LOWLANDS - SHADE MIX - DRYMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-421SHRUB &GROUNDCOVERPLANTING PLAN - SOUTH------1/X"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"NOT FORCONSTRUCTION HISTORIC EASEMENTEVEVEVGASFHFHCBWATERMAINHBHBHBHBYHYHDIDIDIDI MHMHMHMHMHMHMHMHYHTRTRTRFUTURESCULPTURELOCATIONSEE L-000BBSEE L-000AASEE L-000BBSEE L-000AASPRINKLER IRRIGATION DURINGESTABLISHMENT PERIODDRIP IRRIGATIONSPRINKLER IRRIGATIONYARD HYDRANT TO BE USED FORTEMPORARY IRRIGATION SYSTEMS ANDGENERAL SITE MAINTENANCE, TYP.WATER MAIN CONNECTION FROMCITY WATER SUPPLY. CONTRACTORTO COORDINATE LOCATION OF RPZ,CONTROLLER AND CLIMATESENSORS WITH CIVIL AND LALEGENDLIMIT OF WORK LINESPRINKLER IRRIGATIONBIOSWALE SOILPROPOSED TREE PLANTINGEXISTING TREEDIFHHBSTONE FLAGBUILDING ENTRANCEMHEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYHYARD HYDRANT, SEEIRRIGATION SPECSLOG PATHIRRIGATION TYPE BOUNDARYDRIP IRRIGATIONLANDSCAPE UNDERDRAIN,SEE CIVIL FOR LOCATIONSNOTES:1.DRIP IRRIGATION SYSTEMS TO BE LOCATED IN PLANTING BEDS PRIMARILYCONSISTING OF WOODY SHRUBS NEAR PARKING LOT AND ADJACENT TOBUILDING.2.SPRINKLER IRRIGATION SYSTEM SHALL BE REQUIRED ON THE HIGHPERFORMANCE LAWNS WITH UNDERDRAINAGE.3.IRRIGATION WILL BE REQUIRED ONLY DURING THE INITIAL ESTABLISHMENTPERIOD FOR THE BIOSWALE AND MEADOW PLANTINGS, WITH THE GOAL OF BEINGIRRIGATION FREE AFTER TWO YEARS.4.IRRIGATION SYSTEM DESIGN SHOULD CONSIDER LEED RECOMMENDATIONSSUCH AS LOW FLOW EMITTERS, CLIMATE SENSORS, ETC. TO LIMIT OR ELIMINATETHE USE OF POTABLE WATER THROUGHOUT THE LANDSCAPE.5.INSTALL A TIMER OR CONTROLLER THAT ACTIVATES THE VALVES FOR EACHWATERING ZONE AT THE BEST TIME OF DAY TO MINIMIZE EVAPORATIVE LOSSESWHILE MAINTAINING HEALTHY PLANTS AND OBEYING LOCAL REGULATIONS ANDWATER USE GUIDANCE.MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-510SITE IRRIGATIONPLAN - NORTH------1/X"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"NOT FORCONSTRUCTION FHHBHBYHYHYHYHDIDIDIDIDIDIDIDIDIDIDIDIMHMHMHMHMHMHMHMHMHMHTRTRTRTRTRFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONSEE L-510SEE L-510DRIP IRRIGATIONSPRINKLER IRRIGATION DURINGESTABLISHMENT PERIODSPRINKLER IRRIGATIONYARD HYDRANT TO BE USED FORTEMPORARY IRRIGATION SYSTEMS ANDGENERAL SITE MAINTENANCE, TYP.LEGENDLIMIT OF WORK LINESPRINKLER IRRIGATIONBIOSWALE SOILPROPOSED TREE PLANTINGEXISTING TREEDIFHHBSTONE FLAGBUILDING ENTRANCEMHEXISTING UTILITY STRUCTURES,SEE CIVIL DWGSPROPOSED UTILITY STRUCTURES,SEE CIVIL DWGSDIMHHOSE BIB, SEE MEP DWGSPROPOSED FIRE HYDRANT,SEE CIVIL DWGSCBYHYARD HYDRANT, SEEIRRIGATION SPECSLOG PATHIRRIGATION TYPE BOUNDARYDRIP IRRIGATIONLANDSCAPE UNDERDRAIN,SEE CIVIL FOR LOCATIONSNOTES:1.DRIP IRRIGATION SYSTEMS TO BE LOCATED IN PLANTING BEDS PRIMARILYCONSISTING OF WOODY SHRUBS NEAR PARKING LOT AND ADJACENT TOBUILDING.2.SPRINKLER IRRIGATION SYSTEM SHALL BE REQUIRED ON THE HIGHPERFORMANCE LAWNS WITH UNDERDRAINAGE.3.IRRIGATION WILL BE REQUIRED ONLY DURING THE INITIAL ESTABLISHMENTPERIOD FOR THE BIOSWALE AND MEADOW PLANTINGS, WITH THE GOAL OF BEINGIRRIGATION FREE AFTER TWO YEARS.4.IRRIGATION SYSTEM DESIGN SHOULD CONSIDER LEED RECOMMENDATIONSSUCH AS LOW FLOW EMITTERS, CLIMATE SENSORS, ETC. TO LIMIT OR ELIMINATETHE USE OF POTABLE WATER THROUGHOUT THE LANDSCAPE.5.INSTALL A TIMER OR CONTROLLER THAT ACTIVATES THE VALVES FOR EACHWATERING ZONE AT THE BEST TIME OF DAY TO MINIMIZE EVAPORATIVE LOSSESWHILE MAINTAINING HEALTHY PLANTS AND OBEYING LOCAL REGULATIONS ANDWATER USE GUIDANCE.MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-511SITE IRRIGATIONPLAN - SOUTH------1/X"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"NOT FORCONSTRUCTION 80A30" CENTER OF POSTTO BACK OF CURBCL EQUALEQUAL1L-600TYPICAL LIGHT POLEFOOTING DETAIL8030" CENTER OF POST TOEDGE OF PAVING80ACL EQUALEQUAL CLEQUALEQUAL1L-600TYPICAL LIGHT POLEFOOTING DETAILLIGHT POST TYPE T-80 / 81REINFORCED CONCRETE FOUNDATION- REBAR SIZE AND SPACING TO BECONFIRMED BY STRUCTURALENGINEER(4) 3/4-10 UNC X 17" PARTIALLY GALVANIZEDANCHOR BOLT AND HEAVY HEX NUT - SEEMANUFACTURER'S SPECIFICATIONS FORBOLT CIRCLE TEMPLATE1/2"4'-0" OR TOFROST DEPTH 3"FINISH GRADE1" CONDUIT - REFER ELECTRICAL DWGST-82 FIXTURE (BENCH LIGHTING)T-80B FIXTURE (PATH LIGHTING)T-83 FIXTURE (TREE UP-LIGHTING)T-80A FIXTURE (PARKING LOT LIGHTING)T-87A FIXTURE (TREE UP-LIGHTING)T-87B FIXTURE (TREE UP-LIGHTING)T-90 FIXTURE (IN-GROUND UPLIGHT)MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-600LIGHTING SCHEDULE------1/X"=1'-0"June 7, 20194TYP LIGHT POLE OFFSET AT CURBSCALE: 1/4" = 1'-0"LIGHT POLE LAYOUT SCHEDULEFIXTURE TYPEFIXTURE #COORDINATESSIZE/ LENGTHNORTHING (X)EASTING (Y)T-80A116'-0"T-80A216'-0"T-80A316'-0"T-80A416'-0"T-80A516'-0"T-80A616'-0"T-80A716'-0"T-80A816'-0"T-80A916'-0"T-80A1016'-0"T-80A1116'-0"T-80A1216'-0"T-80A1316'-0"T-80A1416'-0"T-80A1516'-0"T-80A1616'-0"T-80A1716'-0"T-80A1816'-0"T-80A1916'-0"T-80A2016'-0"T-80A2116'-0"T-80A2216'-0"T-80A2316'-0"T-80A2416'-0"T-80A2516'-0"T-80A2616'-0"T-80A2716'-0"T-80A2816'-0"T-80A2916'-0"T-80A3016'-0"T-80A3116'-0"T-80A3216'-0"T-80A3316'-0"T-80A3416'-0"T-80A3516'-0"T-80A3616'-0"T-80A3716'-0"T-80A3816'-0"T-80A3916'-0"T-80A4016'-0"T-80A4116'-0"T-80A4216'-0"T-80A4316'-0"T-80A4416'-0"T-80A4516'-0"T-80A4616'-0"T-80A4716'-0"T-80A4816'-0"T-80A4916'-0"T-80A5016'-0"T-80A5116'-0"T-80A5216'-0"T-80A5316'-0"T-80A5416'-0"T-80A5516'-0"T-80A5616'-0"T-80A5716'-0"T-80A5816'-0"T-80A5916'-0"T-80A6016'-0"T-80A6116'-0"T-80B112'-0"T-80B212'-0"T-80B312'-0"T-80B412'-0"T-80B512'-0"T-80B612'-0"T-80B712'-0"T-80B812'-0"T-80B912'-0"T-80B1012'-0"T-80B1112'-0"T-80B1212'-0"T-80B1312'-0"T-80B1412'-0"T-80B1512'-0"T-80B1612'-0"T-80B1712'-0"T-81112'-0"T-81212'-0"T-82146'-0"T-82243'-0"T-82344'-0"T-82428'-0"T-82542'-0"T-82648'-0"T-82751'-0"T-82848'-0"T-831T-832T-833T-834T-835T-836T-837T-838T-839T-8310T-87A1T-87A2T-87A3T-87A4T-87A5T-87A6T-87A7T-87A8T-87A9T-87A10T-87B1T-87B2T-87B3T-87B4T-87B5T-87B6T-87B7T-87B8T-87B9T-87B10T-87B11T-87B12T-87B13T-87B14T-87B15T-87B16T-87B17T-87B18T-901T-902T-903T-904T-905T-906T-9073TYPICAL LIGHT POLE OFFSET AT PAVINGSCALE: 1/4" = 1'-0"2TYPICAL LIGHT POLE IN PARKING LOTSCALE: 1/4" = 1'-0"1TYPICAL LIGHT POLE FOOTING DETAILSCALE: 1/2" = 1'-0" LIGHT FIXTURE SCHEDULE**SEE LIGHTING SPECIFICATIONS AND CUTSHEETS FOR FIXUTRE INFORMATION **NOT FORCONSTRUCTION HISTORIC EASEMENTGASFHFHCBWATERMAINHBHBHBHBYHYHDIDIDIDI MHMHMHMHMHMHMHMHYHFUTURESCULPTURELOCATIONSEE L-611TD1TD1NS1TD1TD1NS1NS2TD2TD2NS2TD2TD2NS2TD2TD2TD2TD2TD2TD2NS2TD2TD2TD2TD2QPQPQPQPQPQPhQBQMQMaQMQMQMQMQMQMQMQMQMQMQMQMQBQBQBQBQBQBQBQPhQPhQPhQPhQPhQPhQPhQPhQPhQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaNS1QMQMQMQMQMaQMQMaQMQB80B80A80A80A80A80A80A80A 80A80B80B80B80A80A80A80A80A80A8290909080A80A80A80A80A 87B87B87B87B87B87B8280B80B80A80A80B82 80A80A80A80A80A80A80A87B87B87B87B93LX112LX109LX106LX105LX124LX131LX131 LX1 3 1 LX126LX104LX107LX109NS3TD3NS3TD34L-600TYP LIGHT POLE OFFSET AT CURB80B87BLEGEND:PROPOSED TREEEXISTING TREELIMIT OF WORK LINELIGHT FIXTURE SWITCHING ZONET-82 FIXTURE (BENCH LIGHTING)T-80B FIXTURE (PATH LIGHTING)T-83 FIXTURE (TREE UP-LIGHTING)8387AT-80A FIXTURE (PARKING LOT LIGHTING)T-87A FIXTURE (TREE UP-LIGHTING)80AT-87B FIXTURE (TREE UP-LIGHTING)T-90 FIXTURE (IN-GROUND UPLIGHT)90MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-610SITE LIGHTING PLAN -NORTH------1/X"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"NOT FORCONSTRUCTION FHHBHBYHYHYHYHDIDIDIDIDIDIDIDIDIDIDIDIMHMHMHMHMHMHMHMHMHMHFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONSEE L-610TD1TD1TD1NS1TD1TD1TD2TD1TD1TD1TD2NS1TD1NS1TD2TD2TD2NS2TD2NS2NS2NS2TD2NS2TD2NS2TD2TD2TD2TD2TD2NS2NS2NS2NS2NS2NS2TD2TD2TD2TD2NS2TD2NS1TD2NS2TD2NS2NS2QBQBTD2TD2QMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaTD3QMaQBQMaNS3TD2TD2TD3TD3TD2TD2TD3TD2TD2NS3QPhQPhTD2TD2TD3QPhQPh80A 80B80A80A80A80A80A80A80A8380A80A80A80A80A80A80A80A80A80A80A80A80A80A80A80A80A80A80A80A80A 80A 80A 80A 80A 80A 80A 8383838383838380A80B80B80B 80B 80B80B80B80B80B80B80B80B87A87A87A87A87A87A87A87A9090909080A80A80A80A80A 838387B87B87B87B87B87B8 28282 828287B87B80A80A80A87A87A8181LX112LX116LX 1 1 7LX117LX117 LX117LX117LX115LX115LX114LX114LX108LX114LX124LX114LX127LX113LX113QMa2L-600TYPICAL LIGHT POLE IN PARKING LOT3L-600TYPICAL LIGHT POLE OFFSET AT PAVING80B87BLEGEND:PROPOSED TREEEXISTING TREELIMIT OF WORK LINELIGHT FIXTURE SWITCHING ZONET-82 FIXTURE (BENCH LIGHTING)T-80B FIXTURE (PATH LIGHTING)T-83 FIXTURE (TREE UP-LIGHTING)8387AT-80A FIXTURE (PARKING LOT LIGHTING)T-87A FIXTURE (TREE UP-LIGHTING)80AT-87B FIXTURE (TREE UP-LIGHTING)T-90 FIXTURE (IN-GROUND UPLIGHT)90MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-611SITE LIGHTING PLAN -SOUTH------1/X"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"NOT FORCONSTRUCTION DIDIDIDIDIDIDIDIDIDIDIDIDIDIMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMH1L-7012L-7013L-7013L-7022L-7021L-702MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-700SECTIONS KEY PLAN------1/32"=1'-0"June 6, 2019016'32'64'96'SCALE: 1/32" = 1'-0"NOT FORCONSTRUCTION SEE PLANS5'-8" TYP.5'-8" TYP.SEE PLANS9' MIN.STALL9' MIN.STALLEXISTING SUBGRADE18' MINIMUM (2 STALLS MIN., 4 STALLS MAX57014701EXPOSED AGGREGATE VEHICULARCONCRETE PAVEMENT, SEE CIVIL DWGS.EXISTING SUBGRADEEXPOSED AGGREGATE VEHICULARCONCRETE PAVEMENT, SEE CIVIL DWGS.EXISTING SUBGRADE13'13'CLEXPOSED AGGREGATE VEHICULARCONCRETE PAVEMENT, SEE CIVILDWGS.EXISTING SUBGRADECLSWALECOMPACTED PEDESTAL1.5%1.5%3.1%######################################################L-700##########################5L-700STONE CURB2L-700STONE UNIT PAVING, TYP.EXISTING SUBGRADESTRUCTRUAL SLAB AND FOUNDATION,SEE ARCH. AND STRUCTURAL DWGS.##L-700#############################DRIVEWAY / DROP OFFMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-701SECTIONS - NORTHAND PARKING------AS NOTEDJune 6, 2019**SECTIONS ARE FOR ILLUSTRATIVE PURPOSES ONLY. NOT TO BE USED FOR CONSTRUCTION. **2TYPICAL PARKING STALLSCALE: 1/4" = 1'-0"3PARKING GROVESCALE: 1/4" = 1'-0"5PARKING GROVE CENTER AT STRUCTURAL SOIL TRENCHSCALE: 1/2" = 1'-0"4PARKING GROVE EDGE AT BIOSWALESCALE: 1/2" = 1'-0"1NORTH ENTRY PLAZASCALE: 3/16" = 1'-0"4L-800C.I.P. CONCRETE CURB, TYP.7L-830UNDERDRAIN @ STRUCTURAL SOIL3L-830STRUCTURAL SOIL4L-800C.I.P. CONCRETE CURB3L-830STRUCTURAL SOIL6L-830GRAVEL UNDERDRAIN @ AMENDED SITE SOIL4L-830AMENDED NATIVE SOIL - TREE AND SHRUB3L-830STRUCTURAL SOIL6L-830GRAVEL UNDERDRAIN@ AMENDED SITE SOIL4L-830AMENDED NATIVE SOIL- TREE AND SHRUB4L-800C.I.P. CONCRETE CURB, TYP.9L-800STONE PARKINGLANE MARKER3L-830STRUCTURAL SOIL4L-800C.I.P. CONCRETE CURB, TYP.13L-800HENRY MOORESCULPTURE BASE3L-810PRECASTSEATWALL - C1L-810PRECASTSEATWALL - A14L-800UNIT PAVER AT STRUCTURAL SLABNOT FORCONSTRUCTION 2L-702PRECAST SEATWALLSECTION @ APEXCOMPACTED SUBGRADE.6L-702FLUSH PRECAST CURB1L-700(C-1) C.I.P. CONCRETE PAVEMENT, TYP.5L-702HA-HA WALL SECTION TYP.COMPACTED SUBGRADE.DRIP LINE OF CANOPY EDGE 2L-702PRECAST SEATWALL SECTION @ APEX15'6L-702FLUSH PRECAST CURBCOMPACTED SUBGRADE.MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-702SECTIONS - SOUTH------1/X"=1'-0"June 6, 2019**SECTIONS ARE FOR ILLUSTRATIVE PURPOSES ONLY. NOT TO BE USED FOR CONSTRUCTION. **1BIOSWALE PETAL AND CYPRESS GARDENSCALE: 1/4" = 1'-0"2EVENT LAWN AND HA-HA WALLSCALE: 1/4" = 1'-0"3SOUTH ENTRY PLAZA PETALSCALE: 1/4" = 1'-0"7L-830UNDERDRAIN @ STRUCTURAL SOIL, SEECIVIL FOR PIPE AND DRAIN LOCATIONS1L-8135L-830NATIVE AMENDED SOIL - MEADOW3L-830STRUCTURAL SOIL2L-802STONE OUTCROP AT PLAZA PETAL4L-830AMENDED NATIVE SOIL - TREE AND SHRUB2L-830HIGH USE LAWN SOIL6L-830GRAVEL UNDERDRAIN @ AMENDED SITE SOIL6L-830GRAVEL UNDERDRAIN @ AMENDED SITE SOIL,SEE CIVIL FOR PIPE AND DRAIN LOCATIONS3L-802LOG PATH, TYP.1L-830BIOSWALE SOIL15'1L-813NOT FORCONSTRUCTION FLUSHCOMPACTED SUBGRADEHAND TIGHT, SAND SWEPT JOINTSAND SETTING BEDCOMPACTED AGGREGATEBASECOURSE6"1"FILTER FABRICLIMESTONE UNIT PAVERS,UNLESS OTHERWISE NOTED,SEE SPECSDIMENSIONED STONE SLAB,SEE SPECS FOR SIZE AND FINISHCOMPACTED AGGREGATECOMPACTED SUBGRADE6" MIN DECORATIVE CRUSHED STONECOMPACTED SUBGRADECOMPACTED AGGREGATECONCRETE SLAB WITH #4 WWM6"SAWCUT SCORE JOINT,SEE PLANS FOR LAYOUTEXPANSION JOINT, TYP.C.I.P. CONCRETE, SEE CIVILSPECS FOR FINISH4"F.G.2 #3 BARS2 #3 CONT. BARSBTWN. EXP. JT.AGGREGATE BASE COURSEC.I.P.CONC. CURB3" 6"1'-10" 3"2"2"VARIESVARIES 1'-8" MAX.F.G.COMPACTED SUBGRADEF.G. PAVEMENT OR STONEPAVEMENT, SEE PLAN7" HEIGHT x 316" THK. STEEL EDGING.6'-0" LENGTHS, BUTT JOINTSST. STL. ANCHOR BOLT AND NUT ASSEMBLY,EMBED IN EDGE OF CONCRETE SLAB.3'-0" MAX. SPACING O.C., PROVIDERUBBER WASHER AT ST. STL. NUT8" SQ. X 6" DEEPCONTINUOUS C.I.P. CONCRETE CURBWITH (2) CONTINUOUS #4 REBARFLUSH2" MIN.212", TYP.6" MIN.8", TYP.ADJACENT PAVING,SEE MATERIALS PLANSSTONE CURBCONCRETE CRADLE, TYP.AT ENDS OF EACH CURB SEGMENT4"6" MAX.1' TYP.FILTER FABRICCOMPACTED AGGREGATE6" MIN.6" MIN.DECORATIVE CRUSHED STONE,SEE SPECS1"INTERIOR(SEE TO ARCH DWGS)EXTERIOR10"NOTE:1.PITCH SUBGRADE AWAY FROM BUILDING.2.SEE SPECIFICATIONS FOR STONE TYPE ANDGRADATION.EXISTING SUBGRADESTONE GRAVEL, 3"-6"STONES, SEE SPECSNON-WOVEN FILTER FABRICSOIL PROFILE VARIES,SEE L300 SERIESELVARIES, SEE CIVILBUILDING FACE,SEE ARCH DWGS.STEEL EDGE W/ 2'-0" STAKEAT 12" O.C.,TYP., SEE SPECS2'A-6 1/2" Typ.112"B-4"X8" CHOTCTAWSANDSTONE PAVERRAKED MORTAR JOINTS,14" DEEPCHIP-SEAL PAVEMENT, SEECIVIL DWGS.CHIP-SEAL PAVEMENT, SEECIVIL DWGS.4"X8" CHOTCTAWSANDSTONE PAVERMORTAR SETTING BED4"SEE ARCH. DWGS1" EXPANSION JOINT, TYP.STONE GRAVEL, TO MATCHDECORATIVE MULCH, TYP.STRUCTURAL COLUMN,SEE ARCH. DWGS1L-800(C-1) C.I.P. CONCRETEPAVEMENT1'-8 3/4"2'-4 1/2" MIN.95°94 °94°4'4'A-CL1'-8 3/4"95°OF COLUMN1"ARTS CENTER BUILDING SEE ARCH. DWGS STONE GRAVEL, TO MATCHDECORATIVE MULCH, TYP.STRUCTURAL COLUMN,SEE ARCH. DWGSB-1L-800(C-1) C.I.P.CONCRETEPAVEMENT, TYP.FILTER FABRIC9"TACTILE PAVER BOUNDARY,SEE LAYOUT PLANSOVERHEAD CLEARANCE BOUNDARYSTRUCTURAL COLUMN,SEE ARCH. DWGSSAND SWEPT JOINTS,TYP.VARIES, SEE ARCH. DWGS1'-9 3/8"MIN.1'-9 3/8"MIN.2L-800STONE UNITPAVING, TYP.2L-800SPLIT-FACE STONEUNIT PAVING, TYP.STRUCTURAL COLUMN,SEE ARCH. DWGS1/4" Max.VARIESSEE CIVIL DWGS.CIP CONCRETEFOUNDATION, SEESTRUCTURAL DWGS2L-800STONE UNITPAVING, TYP.2L-800SPLIT-FACE STONEUNIT PAVING, TYP.FLUSHCOMPACTED SUBGRADEUNIT PAVERS,SEE PAVING PLANS FORPATTERN AND MATERIALHAND TIGHT, SAND SWEPT JOINTSAND SETTING BEDCOMPACTED AGGREGATEBASECOURSE1"FILTER FABRIC1'1'SAND SWEPT JOINT ATVERTICAL FACESVERTICAL FACE2'-4 1/2"5'6"SEE STRUCTURAL DWGS.6"MIN.LIMESTONE PEDESTAL,WITH 1" RADIUS EDGE2L-800STONE UNIT PAVING, TYP.R1"HENRY MOORE SCULPTURE,CONTRACTOR TO COORDINATEANCHORING AND ORIENTATION2" MORTAR SETTING BED(2)12" Ø X 12" SS DOWEL,EPOXIED IN PLACE1'-9 1/2"CIP CONCRETE FOUNDATION,SEE STRUCTURAL DWGS.6"SEE STRUCTURALDWGS.1' OVERLAPTYP.6" TYP.1' TYP.1' TYP.COMPACTED SUBGRADE2" MAXCOMPACTED AGGREGATEBASECOURSE1" DRAIN MAT AT STRUCTURALSLAB, TURN DOWN AT ENDSOF SLAB, TYP.STRUCTURAL SLAB, SEE ARCH.AND STRUCTURAL DWGS.FILTER FABRICSAND SETTING BED, 1" MIN THK.,TAPERED TO 2" MAX WHEREOVER STRUCTURAL SLABLIMESTONE UNIT PAVERS,UNLESS OTHERWISE NOTED.SEE SPECS.7DECORATIVE STONE MULCHSCALE: 1" = 1'-0"MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-800SITE DETAILS - 1------AS NOTEDJune 6, 20192UNIT PAVINGSCALE: 1" = 1'-0"3STONE FLAGSCALE: 1" = 1'-0"1C.I.P. CONCRETE PAVEMENTSCALE: 1" = 1'-0"4C.I.P. CONCRETE CURBSCALE: 3/4" = 1'-0"6REINFORCED EDGE RESTRAINTSCALE: 3" = 1'-0"5STONE CURBSCALE: 1" = 1'-0"8MOW STRIPSCALE: 1 1/2" = 1'-0"9STONE PARKING LANE MARKERSCALE: 1 1/2" = 1'-0"BSECTIONAPLAN12TACTILE PAVEMENT AT SOUTHSCALE: 1" = 1'-0"ASECTIONBPLAN11TACTILE PAVEMENT AT NORTHSCALE: 3/4" = 1'-0"ASECTIONBPLAN10UNIT PAVING AT VERTICAL SURFACESCALE: 1" = 1'-0"13HENRY MOORE SCULPTURE BASESCALE: 3/4" = 1'-0"14UNIT PAVER AT STRUCTURAL SLABSCALE: 1" = 1'-0"NOT FORCONSTRUCTION 1 1/2"6'1 1/2"1'-9"1'-9"4"2'-7" HANDLE AND PANIC BAR CLCLCLCL3'-2" 6'3" X 3" HSS POST,HERMETICALLY SEALED, TYP.2" X 2" HSS GATE FRAMEHEAVY-DUTY SPRINGASSISTED HINGED, WELDEDTO POST AND FRAME1-1/2" X 12" FLAT STOCK STEELMEMBER, WELDED TO FRAME10'V.I.F.EQ.EQ.10" OF HINGE 10" OF HINGE 2" X 2" HSS INSET FRAME,WELDED TO POSTSDECORATED PERFORATEDMETAL SCREEN CONTINUOUSWELD TO FRAME, SEE SPECSGATE PULL HANDLE WITHTHUMB LATCHEMERGENCY PANIC BARBEYOND, SEE SPECS.CIP CONCRETE FOUNDATION,SEE STRUCTURAL DWGSBUILDING FACEC-A-26°3L-801CANE BOLT ASSEMBLYBUILDING FACE1'-9"3'3'1 1/2"1'-9"1 1/2"CLCLCLCLGATE PULL HANDLE WITHTHUMB LATCHEMERGENCY PANIC BARBEYOND, SEE SPECS.2" X 2" HSS GATE FRAME3" X 3" HSS POST,HERMETICALLY SEALED, TYP.CIP CONCRETE FOUNDATION,SEE STRUCTURAL DWGS6' 3"2'-7" TO DOOR HANDLE 5' CLEAR1 1/2"1'1 1/2"1'CLCLEQ.EQ.3'-2"12" X 3" VERTICAL STEELPLATE, WELDED TO TOP ANDBOTTOM OF FRAME10" CENTER OF HINGE 10" CENTER OF HINGE CLCLHEDGE SCREEN PLANTING3" X 3" HSS POST,HERMETICALLY SEALED, TYP.2" X 2" HSS GATE FRAMEHEAVY-DUTY SPRINGASSISTED HINGED, WELDEDTO POST AND FRAME1-1/2" X 12" FLAT STOCK STEELMEMBER, WELDED TO FRAMEDECORATED PERFORATEDMETAL SCREEN CONTINUOUSWELD TO FRAME, SEE SPECSGATE PULL HANDLE WITHTHUMB LATCHEMERGENCY PANIC BARBEYOND, SEE SPECS.CIP CONCRETE FOUNDATION,SEE STRUCTURAL DWGS8" X 69" DECORATED PERFORATEDMETAL SCREEN CONTINUOUSWELD TO POST, SEE SPECS5L-801CHAINLINK FENCE3L-801CANE BOLT ASSEMBLYC-A-4"TYP.26°2" X 2" HSS GATE FRAME3" X 3" HSS POST,HERMETICALLY SEALED, TYP.CIP CONCRETE FOUNDATION,SEE STRUCTURAL DWGSGATE PULL HANDLE WITHTHUMB LATCHEMERGENCY PANIC BARBEYOND, SEE SPECS.5'1 1/2"CL1 1/2"CL1'1'8" X 69" DECORATED PERFORATEDMETAL SCREEN CONTINUOUSWELD TO POST, SEE SPECS5'-11"2"1"5'-8"FABRIC HEIGHT 1"CLVARIES, 10'-0" MAX.6' TYP.TERMINAL AND CORNER POSTCLCL1-5/8" O.D. TOP RAILRAIL END FLAT CAPRAIL END BANDTENSION BAND TYP. (3) REQ'D,SPACED EVENLY2-7/8" O.D. TERMINAL POST OR ATCHANGES IN DIRECTION9 GA 2" X 2" CHAIN LINK FENCE FABRIC TIETO TOP, MID & BOTTOM RAILS @ 24" O.C.MAX. & TO POSTS @ 12" O.C. MAX. W/FENCE TIES. PLACE FABRIC SO THAT ITALIGNS FLUSH WITH TOP OF TOP RAIL.1 5/8" O.D. BRACE RAIL AT FIRSTPANEL ADJACENT TO TERMINAL POST1-5/8" O.D. BOTTOM RAIL5/8" X 5/16" TENSION BAR @ FABRIC BREAKSRAIL END CAP, TYP. 2 EA AT TERMINAL POSTRAIL END BANDRAIL END BANDRAIL END CAPLINE POSTLINE POST CAPTOP RAILLINE POST CAP2 3/8" O.D. LINE POSTRAIL END BANDRAIL END CAP,TYP. EA. SIDE OF LINE POSTWIRE TIES, EQUALLY SPACEDCONTRACTOR TO PROVIDE CONCRETEFOOTING PER MFG. SPECIFICATIONS3" X 3" HSS POST,HERMETICALLY SEALED, TYP.2" X 2" HSS GATE FRAME1-1/2" X 12" FLAT STOCK STEELMEMBER, CONTINUOUSWELD TO FRAMEDECORATED PERFORATEDMETAL SCREEN,CONTINUOUS WELD TO GATEFRAME, SEE SPECSEMERGENCY PANIC BAR,SEE SPECS.GATE PULL HANDLE WITHTHUMB LATCH, SEE SPECS.B-A-6' 3"2"5'-5"2"2" X 2" HSS GATE FRAMEHEAVY-DUTY SPRINGASSISTED HINGED, WELDEDTO POST AND FRAME, TYP.HEAVY-DUTY SPRINGASSISTED HINGED,WELDED TO POST1"CIP CONCRETE FOUNDATION,SEE STRUCTURAL DWGS1'-7" 1'NOTCHED STEEL TAB TO ACCEPTCANE BOLT, CONTINUOUS WELDTO GATE FRAME.12" Ø STEEL CANE BOLTSTEEL TAB TO ACCEPTCANE BOLT, CONTINUOUSWELD TO GATE FRAME.STEEL STOP PIN,CONTINUOUS WELDTO CANE BOLTNOTE:4L-801GATE STOP PLATEALIGN1/4"1"14" THICK STEEL GATESTOP, SET FLUSH INPAVEMENT3"5 1/2"1/2"1/4"1 3/8"1/4"1/2"1 3/8"1/4"3/4"1/4"1/4"1/4"3/4"1/4"1 3/8"14" THICK STEEL GATESTOP, SET FLUSH INPAVEMENTOPENING TO ACCEPTDROP BOLT3" X 3" HSS POST,HERMETICALLY SEALED, TYP.2" X 2" HSS GATE FRAME1-1/2" X 12" FLAT STOCK STEELMEMBER, CONTINUOUSWELD TO FRAMEDECORATED PERFORATEDMETAL SCREEN,CONTINUOUS WELD TO GATEFRAME, SEE SPECSEMERGENCY PANIC BAR,SEE SPECS.GATE PULL HANDLE WITHTHUMB LATCH, SEE SPECS.B-A-6' 3"2"5'-5"2"2" X 2" HSS GATE FRAMEHEAVY-DUTY SPRINGASSISTED HINGED, WELDEDTO POST AND FRAME, TYP.HEAVY-DUTY SPRINGASSISTED HINGED,WELDED TO POST1"CIP CONCRETE FOUNDATION,SEE STRUCTURAL DWGSMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-801SITE DETAILS - 2------1/X"=1'-0"June 6, 201916FT DOUBLE SWING ART YARD GATESCALE: 1" = 1'-0"25FT SINGLE SWING ART YARD GATESCALE: 1" = 1'-0"5CHAINLINK FENCESCALE: 1" = 1'-0"APLANBELEVATIONCSECTION3CANE BOLT ASSEMBLYSCALE: 3" = 1'-0"4GATE STOP PLATESCALE: 6" = 1'-0"BSECTIONAPLANBELEVATIONCSECTIONAPLANNOT FORCONSTRUCTION BC308SALVAGED TIMBER PLANK FROMEXISTING HARDWOODS ON SITESALVAGED SAWN LOG SLEEPER FROMEXISTING HARDWOODS ON SITE12" Ø X 3' LONG STEEL DOWEL1'-4"2'1'-4"2'5"2' 2" 2'5" 5' EQ.EQ.EQ.EQ.VARIES, SEE LAYOUT PLANSCEL305.5AEL305.51L-830BIOSWALE SOIL3L-802LOG PATHSALVAGED TIMBER PLANK FROMEXISTING HARDWOODS ON SITESALVAGED SAWN LOG SLEEPER FROMEXISTING HARDWOODS ON SITE12" Ø X 3' LONG STEEL DOWELVARIES, SEE LAYOUT PLANS1'-4"2'2'1'-4"COMPACTEDAGGREGATE SUBBASEEXISTING SUBGRADE1'8" 1'-6" 6"4'-2"2"5'8"1'6"EQEQEQEQSALVAGED TIMBERPLANK FROM EXISTINGHARDWOODS ON SITESALVAGED SAWN LOGSLEEPER FROM EXISTINGHARDWOODS ON SITECOMPACTED AGGREGATESUBBASE12" Ø X 3' LONG STEEL DOWEL2'2'5"5"BDECOMPOSED GRANITEJOINT INFILL, SEE SPECSVARIES 3' MIN 8' MAXSALVAGED TIMBER PLANK FROMEXISTING HARDWOODS ON SITE,6" Ø MIN.PATH EDGE, SEELAYOUT DWGS.EXISTING SUBGRADECOMPACTEDAGGREGATE SUBBASEDECOMPOSED GRANITEJOINT INFILL, SEE SPECSNON-WOVENGEOTEXTILE FABRICVARIES, 3' MIN 8' MAX4" MIN SALVAGED TIMBER PLANKFROM EXISTING HARDWOODSON SITE, 6" Ø MIN., MIN 4" THICK1'MIN.VESTRE 'VROOM' SERIES BIKERACK, CAST IN GROUND,SEEE SPECS7 7/8"2'-9 1/2"CONTRACTOR TO PROVIDEFOOTINGS PER MFG.REQUIREMENTS1L-800C.I.P. CONCRETEPAVEMENT5'-2"MIN. CONC. PAD WIDTH2'-7 3/4"FROM EDGECLBIKE RACK1'-10 1/2"FROM EDGE3'TYPICALB-60°CLCL CLVESTRE 'VROOM' SERIES BIKERACK, CAST IN GROUND,SEEE SPECS1L-800C.I.P. CONCRETEPAVEMENTCONTINUESSEE PLANS 12 OF STONE MIN, 18" MAX12 OF STONE LENGTH VARIES, 2'-6" MIN., 4 '-6" MAX.3L-830STRUCTURAL SOIL3L-800STONE FLAG7L-800DECORATIVE STONE MULCHFINISH GRADE16°TYP.MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-802SITE DETAILS - 3------1/X"=1'-0"June 6, 20191BOG BRIDGE - TYPICALSCALE: 1/2" = 1'-0"3LOG PATHSCALE: 1" = 1'-0"4BIKE RACKSCALE: 1" = 1'-0"APLANBSECTIONAPLANBSECTIONAPLANBSECTIONCDETAIL2STONE OUTCROP AT PLAZA PETALSCALE: 1" = 1'-0"NOT FORCONSTRUCTION R27'-7 1/2"P.T.P.T.P.I.P.T.P.T.P.I.43'-6 1/2"1'-11 3/8"10'-3 1/4"7L-8122L-81210' - 0 5 / 8 " 34' - 6 7 / 8 "6"R 5 ' - 6 "R6'140.22°130.87°NOTE:REFER TO 4/ L-812 FOR SEATWALL TRANSITION DIAGRAMFRONT NOSE OF SEAT WALL (OVERHANGING), TYP.FINISH PAVING EDGE BELOW, TYP.BACK PROFILE OF SEAT WALL, TYP.INSIDE EDGE OF PRECAST CONCRETE BLOCK, TYP.PRECAST CONCRETE BLOCK, POLISHED FINISH, TYP.R21'-6 1/2"R12'-8 1/2"R16'-6 3/8"2'-10 1/8"R15'R13'-0 3/8"R14'-5 3/8"128.36°2L-8127L-812P.T.P.I.11'-7 1/4"24'-10"P.T.P.T.P.T.P.I.13' - 1 3 / 8 " 26' - 3 " 3'- 9 7 / 8 "4'-2 1/8"R5'-6"R6'111.44 °6"FRONT NOSE OF SEAT WALL (OVERHANGING), TYP.FINISH PAVING EDGE BELOW, TYP.BACK PROFILE OF SEAT WALL, TYP.INSIDE EDGE OF PRECAST CONCRETE BLOCK, TYP.PRECAST CONCRETE BLOCK,POLISHED FINISH, TYP.NOTE:REFER TO 4/ L-812 FOR SEATWALL TRANSITION DIAGRAMR8 7/8"R2'-1"R6"4'-2"180.00°1'1'-5 3/4"R25'-5 7/8"R28'-11 5/8"R26'-10 1/2"R27'-7 1/2"89.95°87.21°R3"MIN = 10 14", MAX = 1'-10"REINFORCED C.I.P. CONCRETEFOOTER, SEE CIVIL DWGS.COMPACTED AGGREGATERADIUS VAR.MAX =1'-4"1" THK MORTAR SETTING BED3L-812PRECAST SEATWALLLIGHT COVEMIN = 1'-5 34", MAX = 4'-2"MIN = 6"MAX = 1'-0"10L-800UNIT PAVING AT VERTICAL SURFACE2L-800UNIT PAVINGRADIUS VAR.MAX = 3"MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-810SEATWALL DETAILS - 1------1/X"=1'-0"June 6, 20191PRECAST SEATWALL - ASCALE: 1/4" = 1'-0"2PRECAST SEATWALL - BSCALE: 1/4" = 1'-0"3PRECAST SEATWALL - CSCALE: 1/4" = 1'-0"4PRECAST SEATWALL C - PROFILESCALE: 3/4" = 1'-0"NOT FORCONSTRUCTION 2L-8127L-812P.I.P.I.P.T.P.T.5'-6 1/8"20'-4 1/8"P.T.P.T.4'- 1 1 " 12' - 8 3 / 4 "R7'R7'-6"130.60° 3'- 1 0 1 / 4 "3'-7 3/8"10'-3 1/4"R17'-0 1/4"R9'-2 1/8"R2'-5 5/8"148.84°NOTE:REFER TO 4/ L-812 FOR SEATWALL TRANSITION DIAGRAMFRONT NOSE OF SEAT WALL (OVERHANGING), TYP.FINISH PAVING EDGE BELOW, TYP.EXPOSED AGGREGATE FACE, TYP.PRECAST CONCRETE BLOCK,POLISHED FINISH, TYP.BACK PROFILE OF SEAT WALL, TYP.INSIDE EDGE OF PRECAST CONCRETE BLOCK, TYP.2L-8127L-81212'-4 3/8"8'-2 1/4"2'-5 1/8"71 ' - 4 1 / 8 " 4'- 8 " 44'-5 3/8"4' TYP.6"22 ' - 5 7 / 8 " 2'- 1 5 / 8 "12' -3 "22' -2 7 /8 "2' -10 " R4' R4' - 2 3 / 4 " R6'- 7 1 / 8 "R9'-8 3/4"R8'-9 3/4"R14'-6 3/8"149.87 °77.40°R3'-11 7/8"R12'-2 1/2"R6'-9 1/4"141.7 9 °39.66°153.81°P.I.P.T.P.I.P.T.P.T.P.T.P.T.P.T.FRONT NOSE OF SEAT WALL(OVERHANGING), TYP.FINISH PAVING EDGE BELOW, TYP.BACK PROFILE OF SEAT WALL, TYP.INSIDE EDGE OF PRECAST CONCRETEBLOCK, TYP.PRECAST CONCRETE BLOCK,POLISHED FINISH, TYP.NOTE:REFER TO 4/ L-812 FOR SEATWALL TRANSITION DIAGRAM62.06°2L-8127L-8126'-1 3/4"18'-2 3/8"4'-6 7/8"16'-11 3/8" 4'- 3 1 / 4 "P.T.P.I.P.I.P.T.P.T.8'-2"21'4'-1 5/8"P.T.P.I.4'-4 5/8" 20'-11 3/8 "6"6"R9'-1 3/4"R10'-0 3/8"R13'-2 1/8"132.83° R3' - 5 1 / 8 " R6' - 1 1 7 / 8 " R1 2 ' - 3 "131.47°R10'-5 7/8"R9'-11 1/8"R12'-11 1/2"137.83°P.T.P.T.FRONT NOSE OF SEAT WALL (OVERHANGING), TYP.FINISH PAVING EDGE BELOW, TYP.BACK PROFILE OF SEAT WALL, TYP.INSIDE EDGE OF PRECAST CONCRETE BLOCK, TYP.PRECAST CONCRETE BLOCK,POLISHED FINISH, TYP.NOTE:REFER TO 4/ L-812 FOR SEATWALL TRANSITION DIAGRAM2L-8127L-812P.I.P.T.P.T.P.T.P.I.P.I.P.T.R9'-7 1/2"R12'-2 3/8"R14'-3 5/8"14 0 . 9 9 °R11'-1 1 /4 "R10'-0 1 /2 "R13'-2 1 /4 "131.33°R5'-8 5/8"R9'-1 5/8"R3'-0 3/4"112.90°7'- 5 5 / 8 " 19 ' - 7 3 / 4 " 3'-8 1/4"10'-11 7/8"18'-4 1/4"4'-5"4'-2 3/8"24'-10"3'-1 1/8"23'-10 5/8"6"P.T.P.T.6"FRONT NOSE OF SEAT WALL (OVERHANGING), TYP.FINISH PAVING EDGE BELOW, TYP.BACK PROFILE OF SEAT WALL, TYP.INSIDE EDGE OF STONE BLOCK, TYP.PRECAST CONCRETE BLOCK,POLISHED FINISH, TYP.NOTE:REFER TO 4/ L-812 FOR SEATWALL TRANSITION DIAGRAMMacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-811SEATWALL DETAILS - 2------AS NOTEDJune 6, 20191PRECAST SEATWALL - DSCALE: 1/4" = 1'-0"2PRECAST SEATWALL - ESCALE: 1/4" = 1'-0"3PRECAST SEATWALL - FSCALE: 1/4" = 1'-0"4PRECAST SEATWALL - GSCALE: 1/4" = 1'-0"NOT FORCONSTRUCTION 2L-8127L-812P.T.P.T.P.T.P.T.P.I.P.I.P.T.P.I.8'-5 3 /4 "18'-5 "3'-9 1 /2"3'-9 1/2"VIF105.58°R5'9'-5 1/2"18'-4"1'-4 3/4"159.13°25'-11 3/4"1'-6 1/4"6"6"4', TYP.VAR.P.T.4', TYP.VAR.R8' - 4 3 / 4 "R5'-11 3/4"R4'-0 3/4"R6'101.76°FRONT NOSE OF SEAT WALL (OVERHANGING), TYP.FINISH PAVING EDGE BELOW, TYP.BACK PROFILE OF SEAT WALL, TYP.INSIDE EDGE OF PRECAST CONCRETE BLOCK, TYP.PRECAST CONCRETE BLOCK,POLISHED FINISH, TYP.NOTE:REFER TO 4/ L-812 FOR SEATWALL TRANSITION DIAGRAMVARIES, 3' MAXVARIES, 3' MAX1'-10" 11"REINFORCED C.I.P. CONCRETEFOOTER, SEE CIVIL DWGS.CUSTOM PRECASTBENCHCOMPACTED AGGREGATER=1'-4"2" THK MORTAR SETTING BEDR=2"R3"1L-800EXPOSED AGGREGATEC.I.P. CONCRETEPAVEMENTR3"12" EXPANSION JOINT, TYP.3L-812PRECAST SEATWALLLIGHT COVE#L-813####################78.43°147.80 °80.76°121.38°111.63°P.T.P.T.P.T.P.T.P.T.P.T.P.T.P.T.P.T.P.T.P.I.P.I.P.I.P.I.P.I.8'-5"40'-1 1/8"9'-4 7/8"9'-4 7 / 8 " 20'- 7 3 / 4 " 11'- 2 1 / 2 "11' -9 "22' -3 "9'-9 5/8"8'-5"VIF10'-2 1/4"10'-2 1/4"41'-8 3/8"9'-9 5/8"R14'-6"R14'-6"R15'R15'R8'R7' R8'R7'R45'R43'P.T.P.T.P.T.7L-8128L-8126L-812P.T.INSIDE EDGE OF WALLEDGE OF LAWN (BELOW)FRONT PROFILE OF WALL (OVERHANGING), TYP.6"F.G.EQEQ2'-0"C.I.P. CONCRETE FOOTING,BY OTHERS2" THK. MIN. MORTAR SETTING BED12" LONG ST. STL. DOWEL, 1' MIN. FROMENDS OF BLOCK. SET IN NON-SHRINK GROUT2'-4"1'-0"8"CLEAN OPEN GRADEDAGGREGATE WRAPPED IN FILTERFABRIC1'-6"PRECAST CONCRETESEATWALL BLOCKSECTION ASCALE: 1" = 1'-0"DRAINAGE STRUCTURE, SEE CIVILP.T.P.C.P.T.R3"R2'1 5/8"F.G.AT LOWEST POINTF.G.AT HIGHEST POINT8L-800MOW STRIPENDS OF BLOCK. SET IN NON-SHRINK GROUTC.I.P. CONCRETE FOOTING, BYOTHERSF.G.VARIES1" THK. MORTAR SETTING BED6"4"SECTION BSCALE: 1" = 1'-0"PRECAST CONCRETE BLOCK,SEE SPECS FOR FINISH14" THICK STEEL ANGLE, ANCHOREDTO CURB AND FOUNDATIONEXPANSION JOINT, TYP.C.I.P. CONCRETE, SEE PLANSFOR FINISHR1"1012"PROFILE @ FLUSH CURB (A.)PROFILE @ TRANSITION A. - B.PROFILE @ TRANSITION B. - C.PROFILE @ (1/4) TRANSITION C. - D.PROFILE @ (1/2) TRANSITION C. - D.PROFILE @ (3/4) TRANSITION C. - D.PROFILE @ TRANSITION D. - E.PROFILE @ APEX (E.)NOTES:1.SECTIONS ABOVE ARE A DIAGRAMMATIC REPRESENTATION OF ALLSEATWALLS AND DO NOT CORRESPOND TO A PARTICULAR LOCATIONADJACENT SOFTSCAPEPRECAST CURBCONCRETE CRADLE, TYP.AT ENDS OF EACH CURB SEGMENT4"1'-6"EXPANSION JOINT, TYP.ADJACENT C.I.P. PAVING, SEE PLANSFOR FINISH, TYP.FLUSHADJACENT SOFTSCAPEPRECAST CURBCONCRETE CRADLE, TYP.AT ENDS OF EACH CURB SEGMENT4"VAR.1' MIN.EXPANSION JOINT, TYP.ADJACENT C.I.P. PAVING, SEE PLANSFOR FINISH, TYP.+/- FLUSH6" 1 1/2"4 1/2"2 1/4"IGUIZZINI UNDERSCORE IN/OUT FIXUTURE,SEE LIGHTING DWGS.ELECTRICAL CONDUIT TO BECOORDINATED WITH LIGHTING DESIGNERAND PRECAST CONCRETE MFG.3"MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-812SEATWALL DETAILS - 3------AS NOTEDJune 6, 20191PRECAST SEATWALL - ESCALE: 1/4" = 1'-0"2PRECAST SEATWALL SECTION @ APEXSCALE: 3/4" = 1'-0"5PRECAST HAHA WALLSCALE: 1/4" = 1'-0"6HA-HA WALL SECTION TYP.SCALE: 1" = 1'-0"8CURB WALL SECTIONSCALE: 1" = 1'-0"4SEATWALL TRANSITIONSCALE: 3/4" = 1'-0"7FLUSH PRECAST CURBSCALE: 1" = 1'-0"9RAISED PRECAST CURBSCALE: 1" = 1'-0"3PRECAST SEATWALL LIGHT COVESCALE: 3" = 1'-0"NOT FORCONSTRUCTION DRIP LINE OF CANOPY EDGE 2L-812PRECAST SEATWALL SECTION @ APEXPRECAST SEATWALL EDGE TO BELOCATED INBOARD OF CANOPY DRIP LINE.15' MIN. FROM BACK OF SEATWALL EDGE, TYP.1' MIN.OVERLAP, TYP.3L-800STONE FLAG, TYP.8' LEANING FLAG AT PRECAST SEATWALL APEX, TYP.15' M I N . F R O M B A C K O F S E A T W A L L E D G E 3L-800STONE FLAG, TYP.7L-800DECORATIVE STONE MULCH, TYP.LIMIT OF STONE MULCHPRECAST CONCRETESEATWALL, SEE PLANSPRECAST CONCRETESEATWALL, SEE PLANS8'-0 " L E A N I N G F L A G A T P R E C A S T S E A T W A L L A P E X1SCOUR ZONE - TYPICALSCALE: 1/2" = 1'-0"MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-813SEATWALL DETAILS - 4------1/X"=1'-0"June 6, 2019BSECTIONAPLANNOT FORCONSTRUCTION TREE TRUNK3' OFFSET FROM TRUNKTREE DRIPLINERADIAL TRENCH -EXTEND TODRIPLINE MIN.STRUCTURAL ROOTTRENCHES SHALL RADIATE OUT AT AMINIMUM OF 1' TO A MAXIMUM OF 30"ON CENTER, TO BE DETERMINED BYARBORISTTRENCHES SHALL BE 6" TO 10"WIDE AND 8" TO 18" DEEP, TO BEDETERMINED BY ARBORIST BASEDON SIZE OF TREE AND DAMAGEINCURREDWHERE TRENCHES INTERSECTSTRUCTURAL ROOTS WRAP INBURLAP. KEEP BURLAP MOIST UNTILTRENCH IS BACKFILLED.MULCH, DO NOT PLACE MULCH INCONTACT WITH TRUNKBACKFILL TRENCH WITH SOIL,COMPOST AND MYCHORRHIZALFUNGI ALONG WITH EXCAVATED SOIL(50% COMPOST, 50% SOIL).NOTE:1. NO STAGING OR STORAGE OF EQUIPMENT ORMATERIALS SHALL OCCUR WITHIN THE TREE/LANDSCAPEPROTECTION ZONE OR DRIPLINE AT THE PROJECT.2. ALL WORK TO BE PERFORMED UNDER DIRECTION OFARBORIST. ALL WORK LIMITS TO BE DETERMINED IN FIELDBY ARBORIST.3. TREE/LANDSCAPE PROTECTION FENCING SHALL BERETURNED TO ITS APPROVED, STAKED LOCATION UPONTHE COMPLETION OF RADIAL TRENCHING PROCEDURES.4. AIR-SPADE OR PNEUMATIC TRENCHER SHALL BEOPERATED ONLY BY PERSONNEL HAVING MORE THAN 5YEARS OF EXPERIENCE OPERATING THE INSTRUMENTFOR ARBORICULTURAL PURPOSES SUCH AS ROOTCOLLAR EXCAVATIONS AND ROOT INVIGORATIONTECHNIQUES.5. FOR DUST CONTROL; WORK AREA TO BE WATERED ATLEAST 24 HOURS IN ADVANCE OF, BUT NO MORE THAT 48HOURS, PRIOR TO THE START OF ANY PNEUMATICEXCAVATION.5. WATER TRUCK TO BE PRESENT ON SITE DURING ALLRADIAL TRENCHING AND BACKFILL PROCEDURES.IRRIGATE ENTIRE ROOT ZONE TO FULL DEPTH OFTREATMENT.6. CONTRACTOR TO PROVIDE CONTAINMENT STRUCTUREOR BARRIER TO CONTAIN SOIL7. IF INSUFFFICIENT EXCAVATED SOIL IS AVAILABLE FORBACKFILL OF TRENCHES, THE DIFFERENCE SHALL BEMADE UP WITH ADDITIONAL IMPORTED TOPSOIL2' MINEXISTING GRADEEXISTING TREE TO BEPROTECTEDCROWN DRIPLINE CROWN DRIPLINEKEEP OUTTREEPROTECTIONAREATREE PROTECTIONFENCE, SEESPECIFICATIONSTREE PROTECTION SIGN SPACEDEVERY 50' ALONG FENCE.2" X 6' STEEL POSTS,STAKED EVERY 8'-0" O.C.6" LAYER OF MULCH, WITHIN FENCINGAERATION OF ROOTS VIA SOIL INJECTIONOR FERTILIZER TO BE PERFORMED PRIORTO AND AFTER CONSTRUCTION BY ACERTIFIED ARBORIST.CROWN DRIPLINE OR 1.5 FEET FOR EACH INCH OF TRUNK DIAMETER, WHICHEVER IS DETERMINED TO HAVE GREATEST AREARED/ORANGE FLAGS 3'-0" ABOVEF.G., 3'-0" O.C.4'-0"3'-0" O.C., TYP.2" 3'-0" MIN.6'-0"1'-0"PLACE ROOT BALL ONCOMPACTED SUBGRADE, ADJUSTDEPTH AS NEEDED, DO NOT OVEREXCAVATECOMPACTED SUBGRADEPLANTING SOIL SAUCERWIDER THAN DRIP LINEMULCH, 2" THK MULCH LAYERTAPERED AT TRUNK, SEE SPECS.REMOVE BURLAP FROM TOP 1/3 OFROOTBALL. REMOVE ROPE ANDBASKETS COMPLETELYREMOVE EXCESS SOIL TOEXPOSE TRUNK FLARE.CEDAR STAKE, 3 PER TREEARBOR TIEPLANTING SOILPROFILE, TYP.FILTER FABRICREMOVE EXCESS SOIL TOEXPOSE TRUNK FLARE.REMOVE BURLAP FROM TOP 1/3 OFROOTBALL. REMOVE ROPE ANDBASKETS COMPLETELYCOMPACTED AGGREGATE BASE COURSE3"3'-0" MIN.EQ.EQ.CLMIN. 5'PLACE ROOT BALL ON COMPACTEDSUBGRADE, ADJUST DEPTH ASNEEDED, DO NOT OVER EXCAVATEREMOVE EXCESS SOIL TOEXPOSE STEM FLARE. SETCROWN OF ROOTBALL 1/2"-1"ABOVE FINISH GRADEREMOVE BURLAP FROM TOP 1/3OF ROOTBALL. REMOVE ROPEAND BASKETS COMPLETELY.MULCH, 2" TYP, TAPERED ATTRUNKS/STEMS2'-0" MIN COMPACTED SUBGRADEPLANTING SOIL, SEE SOILDETAILSPLANTING SOIL, SEE SOILDETAILS2'-0" MIN.REMOVE EXCESS SOIL TOEXPOSE STEM FLARE. SETCROWN OF ROOTBALL1/2"-1" ABOVE FINISHGRADEREMOVE CONTAINERCOMPLETELY, LOOSENSOIL/ROOTS2" THK. MULCH, TAPEREDAT TRUNKS/STEMSCOMPACTED SUBGRADE18" MIN 2'-0"PLANTING SOILCOMPACTED SUBGRADESTONE MULCHREMOVE CONTAINER COMPLETELYSTEM AND VINE SUPPORT, AS NEEDEDCOURTYARD FACADEFILTER FABRICPLANTING SOIL, SEE SOILDETAILSREMOVE PLANT FROMPLASTIC CONTAINERMIN 2'-0" AT GRADE SPREAD AND LIFTRUNNERS ABOVE MULCHCOMPACTED SUBGRADE5.12ROW 'A'2.918" O.C.10.40"AA D D30" O.C.24" O.C.15.60"20.80"26"1.85SPACING 'D'8" O.C.10" O.C.12" O.C.7"8.66"GROUNDCOVERD BULB10 SQ. FT.10 SQ. FT.D1 SQ. FT.1 SQ. FT.1 SQ. FT.10 SQ. FT.1.661.152.6AREA UNITPLANTS6" O.C.5.20"1 SQ. FT.4MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-820PLANTING DETAILS------AS NOTEDJune 6, 20192PNEUMATIC EXCAVATIONSCALE: 1/2" = 1'-0"1TREE PROTECTION FENCESCALE: 1/2" = 1'-0"3TREE PLANTINGSCALE: 1/2" = 1'-0"4TREE PLANTING AT STRUCTURAL SOILSCALE: 1/2" = 1'-0"6SHRUB PLANTINGSCALE: 1" = 1'-0"7PERENNIAL PLANTINGSCALE: 1" = 1'-0"5VINE PLANTINGSCALE: 1" = 1'-0"8GROUNDCOVER PLANTINGSCALE: 1" = 1'-0"10PLANT SPACINGSCALE: 1/2" = 1'-0"NOT FORCONSTRUCTION F.G.NOTES:1. ALL PLANTING SOIL MIXES SHALL BE SUBMITTED FOR TESTING AND ANALYSIS TO ANAPPROVED TESTING LABORATORY PRIOR TO INSTALLATION.8"TOPSOILSCARIFY BETWEEN SOIL INTERFACES, TYP.SANDY LOAMCOMPACTED SUBGRADE PITCHED TO UNDERDRAINSYSTEMAGGREGATE DRAIN MEDIA, SEE CIVIL SPECS1'1'8"6"F.G.NOTES:1. ALL PLANTING SOIL MIXES SHALL BE SUBMITTED FOR TESTING AND ANALYSISTO AN APPROVED TESTING LABORATORY PRIOR TO INSTALLATION.6"SAND DRAINAGE LAYERCOMPACTED SUBGRADEPITCHED TO UNDERDRAINSYSTEMSCARIFY BETWEEN SOILINTERFACES, TYP.TOPSOILHORTICULTURAL SUBSOILF.G.8"24"AMENDED SITE SOIL,SEE SPECS.COMPOSTSCARIFY BETWEEN SOIL INTERFACES, TYP.COMPACTED SUBGRADE PITCHED TO UNDERDRAINSYSTEMPAVEMENT VARIES, SEE PLAN FOR TYPEF.G.GEOTEXTILE FABRICCOMPACTED GRAVEL BASEVARIES, MAX. 10" 6"6"LOCAL DELEGATED STRUCTURAL DESIGN MIXNOTES:1. ALL PLANTING SOIL MIXES SHALL BE SUBMITTED FOR TESTING AND ANALYSIS TO ANAPPROVED TESTING LABORATORY. PRIOR TO INSTALLATION.24"COMPACTED SUBGRADE PITCHED TO UNDERDRAINSYSTEMSAND DRAINAGE LAYERSCARIFY BETWEEN SOIL INTERFACES, TYP.VARIES, SEE SOILS PLAN 1'1'HORTICULTURAL SOIL LAYER,THICKNESS VARIESCONTINUOUS SANDDRAINAGE LAYERSMALL GRAVEL LAYERMEDIUM GRAVEL LAYERLARGE GRAVEL LAYERUNDISTURBED EARTH ORCOMPACTED SUBGRADE10"4"4"11NON-WOVEN GEOTEXTILE FABRIC6"TYP. VARIES, SEE SOILS PLAN 1'1'HORTICULTURAL SOIL LAYER,THICKNESS VARIESCONTINUOUS SANDDRAINAGE LAYERSMALL GRAVEL LAYERMEDIUM GRAVEL LAYERLARGE GRAVEL LAYERUNDISTURBED EARTH ORCOMPACTED SUBGRADE11NON-WOVEN GEOTEXTILE FABRIC6"TYP.6"3"3"4" Ø PERF. PIPE, W/ PERFORATIONSAT 6 AND 9 OCLOCKF.G.8"AMENDED SITE SOIL,SEE SPECS.COMPOSTSCARIFY BETWEEN SOIL INTERFACES, TYP.COMPACTED SUBGRADE PITCHED TO UNDERDRAINSYSTEM1'MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-830SOIL DETAILS------1/X"=1'-0"June 6, 20191BIOSWALE SOILSCALE: 1/2" = 1'-0"2HIGH USE LAWN SOILSCALE: 1/2" = 1'-0"4AMENDED NATIVE SOIL - TREE AND SHRUBSCALE: 1/2" = 1'-0"3STRUCTURAL SOILSCALE: 1/2" = 1'-0"6GRAVEL UNDERDRAIN @ AMENDED SITE SOILSCALE: 1" = 1'-0"7UNDERDRAIN @ STRUCTURAL SOILSCALE: 1" = 1'-0"5NATIVE AMENDED SOIL - MEADOWSCALE: 1/2" = 1'-0"NOT FORCONSTRUCTION EXHIBIT C - EXTERIOR MATERIAL AND GLAZING ELEVATIONS T/L LOWER LEVEL 1 0' -0" T/L UPPER LEVEL 1 6' -9" 1 A-300 T/RF 1937 BLDG 37' -2" T/RF STAGE 53' -4 11/16" a.C b.R d.8 b.Qb.P d.7 b.Ob.N d.6 b.M a.G.5 b.Lb.Kb.J b.G.8b.G.2 b.Gb.Fb.Eb.Db.C b.B.5 b.B b.A.5 b.A d.A 2 A-300 d.B d.C d.9b.A.1 RF-2 CONC-4 WD-18 SCUPPER TO REMAIN DS TO REMAIN BRK-1 MTL-8 RAILING DS TO REMAIN CONC-116' - 2 5/8"6' - 9"GL-9 ENCLOSURE BEHIND, SEE A-102 1 A-433 T/FINISH LEVEL 2 23' -4" BRK-1 BRK-1 BRK-2 SEE 3/A-200 FOR ELEVATION 16' - 7"13' - 10"EAST BLOSSOM WALL TO BE INSUL-7 SEE WALL SECTION 1/A-321 GL-4GL-4GL-4 BRK-1BRK-1 BRK-2 SEE 2/A-200 MECH. LOUVERS, SEE MECH. DWGS. SEE GLAZING SCHEDULE CUSTOM MTL-16 SCUPPER MTL-12 COPING CAP 6' - 0"5' - 9 3/4"6' - 0"5' - 3 1/2"3' - 9" 3' - 6"2' - 7"SERVICE PATH SERVICE PATH BEHIND MTL-12 COPING CAP INSUL-7 T/L LEVEL 6 -1' -9" T/L UPPER LEVEL 1 6' -9" T/RF 1937 BLDG 37' -2" 3 A-300 c.Kc.Jc.Hc.G a.A c.Fc.Ec.Dc.Cc.Bc.A.9 a.B c-A.5c.A a.C b.R d.8 b.Qb.P d.7 b.Ob.N d.6 b.M a.G.5 b.L 2 A-300 d.9 GL-1GL-1 d-42 T/FINISH LEVEL 2 23' -4" BRK-2BRK-2 SEE 4/A-200 FOR EXTERIOR ELEVATION OF GALLERY SEE 1,2/A-200 FOR ELEVATION BRK-2BRK-2 WD-18 RF-2 CONC-4, SEE STRUCT. DWGS. WD-18 SEE GLAZING SCHEDULE SLOPE 3.5% MTL-12 COPING CAP 13' - 10"16' - 7"6' - 9"NEW BRICK-2 GLASS EXISTING BRK-1 TO REMAIN MATERIAL LEGEND: T/L UPPER LEVEL 1 6' -9" c.Cc.Bc.A.9 a.B c-A.5c.A a.C d.9 d-42 BRK-1GL-4 GL-4 GL-4 GL-4 GL-4 6' - 0"5' - 2 1/2"T/L UPPER LEVEL 1 6' -9" 3 A-300 c.Tc.Sc.Rc.Pc.N.7c.Nc.Mc.Lc.Kc.Jc.Hc.G a.A c.Fc.Ec.Dc.Cc.Bc.A.9 a.B c-A.5c.A a.C T/PP GALLERY 44' -9" d.9 d-42 BRK-2BRK-2BRK-2BRK-2 BRK-2BRK-2 BRK-2BRK-2 BRK-1BRK-1 OUTLINE OF CULTURAL LIVING ROOM, REMOVED FOR CLARITY BRK-1BRK-1 BRK-1BRK-1 38' - 0"BRK-2BRK-2 BRK-2BRK-2 GL-4GL-4GL-4 MTL-12 COPING CAP 2' - 8" 14' - 0"24' - 0"29' - 9"10' - 11"18' - 9 3/4" 22' - 2 3/4"22' - 2 3/4"18' - 11 1/4"SLOPE 1.5%, SEE CIVIL DWGS.SLOPE 3.5%, SEE CIVIL DWGS. BRK-2BRK-2 BRK-2BRK-215' - 4" 14' - 7 1/2" 8' - 0 1/2" 10' - 0" 19' - 8 1/4" 3' - 10 3/4" 22' - 11 1/2" FOR GLAZING ELEVATIONS + SCHEDULES, SEE A-600, 601, 602. NOTES: Drawing Number: Project No : Civil Engineer 7302 Kanis Road Little Rock, AR 72204 Sheet Title : Drawn : Checked : Date : Scale : McClelland Consulting Engineers Landscape Architect 277 Broadway Suite 1606 New York, NY 10007 SCAPE Mechanical / Electrical / Plumbing / Fire Protection 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Structural Engineer + Enclosure Consultant 330 N. Wabash Avenue, Suite 1500 Chicago, IL 60611 Thornton Tomasetti Environmental Design Consultant 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Lighting Designer Jagdweg 16 D-53155 Bonn, Germany Licht Kunst Licht AG Acoustical / Theatrical / AV Consultant 35 East Wacker Drive, Suite 1800 Chicago, IL 60601 ARUP T 312.596.2000 T 312.915.0557 T 212.462.2628 T 501.371.0272 T 312.849.5610 Associate Architect 2222 Cottondale Lane Suite 100 Little Rock, AR 72202 Polk Stanley Wilcox Architects T 501.378.0878 1520 W. Division Street Chicago, Illinois 60642 T 773.384.1212 ARCHITECT OF RECORD ARKANSAS ARTS CENTER N O T F O R C O N S T R U C T IO N GENERAL NOTES 1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2019. STUDIO GANG ARCHITECTS. 2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCRAPENCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK. DO NOT SCALE THESE DRAWINGS. MacArthur Park 501 East 9th Street Little Rock, AR 72202 LITTLE ROCK, ARKANSAS T 312.915.0557 T 49.228.91422-10 2019 Studio Gang Architectsc 123456789101112 A B C D E F G H I J As indicated A-200 06/07/19 BUILDING ELEVATIONS EAST 16061 WZ, RT AP SCALE:1/8" = 1'-0" EXTERIOR ELEVATION - EAST (AREA B2)1 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION - EAST (AREA D)3 EXTISTING COPING T/ROAD +3'-6" +23'- 2 1/2" No. Issued for Date 01 75% Schematic Design for Pricing 04/27/2018 02 70% Design Development for Pricing 10/26/2018 03 100% Design Development 01/31/2019 04 60% Construction Documents & Bid Six 06/07/2019 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION - EAST (AREA A)2 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION GALLERY - EAST (AREA C)4 SEE 1/A200 EXISTING COPING CAP 22'-7 3/4" T/COPING 39' - 1 1/4" T/ LOWER LEVEL 1 0' - 0" NOT FOR CONSTRUCTION T/L UPPER LEVEL 1 6' -9" T/RF 1937 BLDG 37' -2" 2 A-301 3 A-301 4 A-301 b.16b.18b.20b.22b.24b.26b.28b.29b.30 a.4 a.3 c.14 d.1d.1.5 b.13 a.0a.1a.2 c.15c.15.3c.16c.16.3c.18 d.11 b.15.8 GL-1 BRK-1BRK-1 BRK-1 EX. SC, DSEX. SC, DS T/L FREIGHT MACH. RM. 38' -10" T/FINISH LEVEL 2 23' -4" SEE 3/A-210 FOR 1937 BUILDING NORTH ELEVATION BRK-1 BRK-1 d.21 SEE 1/A-201 BRK-1 SEE GLAZING SCHEDULE RF-2 WD-18 CONC-4, SEE STRUCT. DWGS. REVEAL EXISTING LOADING DOOR TO REMAINTRASH ENCLOSURE15' - 1" 1' - 6" 13' - 10"1' - 8"GL-3 BRK-2BRK-2 MTL-12 COPING CAP T/L UPPER LEVEL 1 6' -9" 1 A-301 b.1b.2b.4b.6b.8b-9.1b.10b.12c.13.6c.14 c.13 c.11 c.10 c.8 c.7 c.5 c.4 c.3 c.2 T/RF GALLERY 42' -8 1/2" c.2.2c.6c.12b.13 a.0 b.1.1b.1.2 GL-5 BRK-1 BRK-2 BRK-2 BRK-2 BRK-2 BRK-1 BRK-1 c.9c.9.4 T/FINISH LEVEL 2 23' -4" BRK-1BRK-2 d.21 10' - 2 3/4" 7' - 8" 12' - 8" 7' - 3 1/4"14' - 0"15' - 8 1/2"BRK-2BRK-2 BRK-2BRK-2 BRK-2BRK-2 MTL-12 COPING CAP BRK-2INFILL BRK-2 AT PREVIOUS EXTERIOR DOOR LOCATION SEE 2/A-201 16' - 7" 14' - 5" 4' - 11 1/2" NEW BRICK-2 GLASS EXISTING BRK-1 TO REMAIN MATERIAL LEGEND: FOR GLAZING ELEVATIONS + SCHEDULES, SEE A-600, 601, 602. NOTES: Drawing Number: Project No : Civil Engineer 7302 Kanis Road Little Rock, AR 72204 Sheet Title : Drawn : Checked : Date : Scale : McClelland Consulting Engineers Landscape Architect 277 Broadway Suite 1606 New York, NY 10007 SCAPE Mechanical / Electrical / Plumbing / Fire Protection 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Structural Engineer + Enclosure Consultant 330 N. Wabash Avenue, Suite 1500 Chicago, IL 60611 Thornton Tomasetti Environmental Design Consultant 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Lighting Designer Jagdweg 16 D-53155 Bonn, Germany Licht Kunst Licht AG Acoustical / Theatrical / AV Consultant 35 East Wacker Drive, Suite 1800 Chicago, IL 60601 ARUP T 312.596.2000 T 312.915.0557 T 212.462.2628 T 501.371.0272 T 312.849.5610 Associate Architect 2222 Cottondale Lane Suite 100 Little Rock, AR 72202 Polk Stanley Wilcox Architects T 501.378.0878 1520 W. Division Street Chicago, Illinois 60642 T 773.384.1212 ARCHITECT OF RECORD ARKANSAS ARTS CENTER N O T F O R C O N S T R U C T IO N GENERAL NOTES 1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2019. STUDIO GANG ARCHITECTS. 2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCRAPENCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK. DO NOT SCALE THESE DRAWINGS. MacArthur Park 501 East 9th Street Little Rock, AR 72202 LITTLE ROCK, ARKANSAS T 312.915.0557 T 49.228.91422-10 2019 Studio Gang Architectsc 123456789101112 A B C D E F G H I J As indicated A-201 06/07/19 BUILDING ELEVATIONS NORTH 16061 WZ, RT AP SCALE:1/8" = 1'-0" EXTERIOR ELEVATION - NORTH (AREA A)2 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION - NORTH (AREA C)1 No. Issued for Date 01 75% Schematic Design for Pricing 04/27/2018 02 70% Design Development for Pricing 10/26/2018 03 100% Design Development 01/31/2019 04 60% Construction Documents & Bid Six 06/07/2019 SEE 6/A-606 FOR CULTURAL LIVING ROOM WEST ELEVATION T/RF GALLERY ENTRY 37' - 9" T/COPING CAP 21' - 10" NOT FOR CONSTRUCTION T/L LOWER LEVEL 1 0' -0" 1 A-301 b.1 b.2 b.4 b.6 b.8 b-9.1 b.10c.11 c.10c.8c.7c.5c.4c.3c.2 T/RF ART SCHOOL 12' -4 3/8" b.1.1 b.1.2 c.9 c.9.4 BRK-2BRK-2 BRK-2BRK-2BRK-2BRK-2 SEE 4/A-202 FOR EXTERIOR KILN BEYOND ELEVATION 12' - 4 3/8"SEE 1/A-202 14' - 8 1/4"SEE 6/A-202 HEDGES BEYOND T/L LOWER LEVEL 1 0' -0" 2 A-301 3 A-301 4 A-301 b.16 b.8 b-9.1 b.10 b.12 c.13.6 b.18 b.20 b.22 b.24 b.26 b.28 b.29 b.30 a.4a.3 c.14c.13c.11 d.1 d.1.5 b.13 a.0 a.1 a.2 c.15 c.15.3 c.16 c.16.3 c.18 d.11b.15.8 CONC-4 WD-18RF-2 OS, DS OS, DS BRK-2 BRK-2 GL-9 GL-9 BRK-1BRK-1 GL-8GL-8 GL-8GL-8 d.21 6' - 5"MTL-12 COPING CAP BRK-2 BRK-2 CONC-2 GL-3 NEW PT-5 ON EXISTING CONCRETE TO REMAIN BRK-2BRK-2 RF-2INSUL-7 RF-2 RF-2 WD-18 INSUL-7 SEE 2/A-202 T/L UPPER LEVEL 1 6' -9" b.1 c.4c.3c.2 T/PP GALLERY 44' -9" c.2.2 b.1.1 b.1.2 BRK-1 BRK-1BRK-1 BRK-2BRK-2BRK-2BRK-2 BRK-138' - 0"15' - 6 1/2"MTL-12 COPING CAP 22' - 3 1/2"MECH. SCREEN BEFORE, REMOVED FOR CLARITY T/L LOWER LEVEL 1 0' -0" MTL-18MTL-18 MTL-18MTL-18 CONC-1CONC-1 CONC-1 MTL-17 3' - 9"1 A-301 b.2 b.4 b.6 b.8 b-9.1 b.10 b.12 c.13.6c.13c.11c.10c.8c.7c.5 T/PP GALLERY 44' -9" c.9 c.9.4 INSUL-7INSUL-7BRK-2BRK-2 BRK-1BRK-1 BRK-2BRK-2 BRK-2BRK-2 BRK-1BRK-1 BRK-2 MTL-12 COPING CAP MECH. LOUVERS, SEE MECH. DWGS.23' - 11 1/4"7' - 10 3/4"31' - 10 3/4"3 A-301 b.16 b.18 b.20 b.22 b.24 a.4a.3 a.1 a.2 c.15 c.15.3 c.16 c.16.3 c.18 d.11 13' - 7 1/2" BRK-1BRK-1 BRK-1BRK-1 BRK-2BRK-2 BRK-1BRK-1 BRK-1BRK-1 BRK-1BRK-1 T/ DUCT ENCLOSURE 38' - 7" T/ PP 1937 BUILDING 10' - 2" T/ROOF 9' - 0"2' - 0 3/4"MTL-12 COPING CAP NEW BRICK-2 GLASS EXISTING BRK-1 TO REMAIN MATERIAL LEGEND: Drawing Number: Project No : Civil Engineer 7302 Kanis Road Little Rock, AR 72204 Sheet Title : Drawn : Checked : Date : Scale : McClelland Consulting Engineers Landscape Architect 277 Broadway Suite 1606 New York, NY 10007 SCAPE Mechanical / Electrical / Plumbing / Fire Protection 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Structural Engineer + Enclosure Consultant 330 N. Wabash Avenue, Suite 1500 Chicago, IL 60611 Thornton Tomasetti Environmental Design Consultant 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Lighting Designer Jagdweg 16 D-53155 Bonn, Germany Licht Kunst Licht AG Acoustical / Theatrical / AV Consultant 35 East Wacker Drive, Suite 1800 Chicago, IL 60601 ARUP T 312.596.2000 T 312.915.0557 T 212.462.2628 T 501.371.0272 T 312.849.5610 Associate Architect 2222 Cottondale Lane Suite 100 Little Rock, AR 72202 Polk Stanley Wilcox Architects T 501.378.0878 1520 W. Division Street Chicago, Illinois 60642 T 773.384.1212 ARCHITECT OF RECORD ARKANSAS ARTS CENTER N O T F O R C O N S T R U C T IO N GENERAL NOTES 1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2019. STUDIO GANG ARCHITECTS. 2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCRAPENCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK. DO NOT SCALE THESE DRAWINGS. MacArthur Park 501 East 9th Street Little Rock, AR 72202 LITTLE ROCK, ARKANSAS T 312.915.0557 T 49.228.91422-10 2019 Studio Gang Architectsc 123456789101112 A B C D E F G H I J As indicated A-202 06/07/19 BUILDING ELEVATIONS SOUTH 16061 WZ, RT AP SCALE:1/8" = 1'-0" EXTERIOR ELEVATION - SOUTH AREA B12 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION - SOUTH (AREA D + B2)1 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION - SOUTH (AREA C)3 No. Issued for Date 01 75% Schematic Design for Pricing 04/27/2018 02 70% Design Development for Pricing 10/26/2018 03 100% Design Development 01/31/2019 04 60% Construction Documents & Bid Six 06/07/2019 SCALE:1/8" = 1'-0" EXTERIOR KILN ELEVATION BEYOND4 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION - SOUTH (UPPER LEVEL 1 - AREA C)6 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION 1937 BUILDING - SOUTH (UPPER LEVEL 1 - AREA A)5 MTL-12SEE 6/A-202 SEE 6/A-202 T/ROOF 12' - 10 1/4" B/ CEILING 9' - 0" T/ ROOF ART SCHOOL 12' - 10 1/4"NOT FOR CONSTRUCTION T/L UPPER LEVEL 1 6' -9" 3 A-300 c.T c.S c.R c.P c.N.7 c.N c.M c.L c.K c.J c.H c.G a.A c.F c.E c.D c.C c.B c.A.9 a.B c-A.5 c.A a.C T/RF GALLERY 42' -8 1/2" d.9 BRK-2 BRK-2 BRK-2 BRK-1 BRK-2 BRK-1 BRK-1 BRK-2 MTL-13 d-42 BRK-2 BRK-2 BRK-2 BRK-2BRK-2 BRK-2 BRK-2 BRK-1BRK-1 BRK-1 SEE 1/A-203 MTL-12 COPING CAP BRK-1 BRK-2BRK-2 CONC-1 NEW LANDING DOCK DOOR LOUVERS, SEE MECH. DWGS.35' - 11 1/2"T/COPING CAP GALLERY 45' - 1"2' - 4 1/2"22' - 2 1/4"15' - 8 1/2"MECH. LOUVERS, SEE MECH. DWGS. MECH. LOUVERS, SEE MECH. DWGS. BRK-2BRK-2 BRK-2BRK-2 BRK-2BRK-2 3' - 0" 4' - 4" 6' - 4" 2' - 0 1/2"9' - 4" 6' - 4 1/2" T/L LOWER LEVEL 1 0' -0" 1 A-300 a.C b.R d.8 b.Q b.P d.7 b.O b.N d.6 b.M a.G.5 b.L b.K b.J b.G.8 b.G.2 b.G b.F b.E b.D b.C b.B.5 b.B b.A.5 b.A d.A 2 A-300 d.Bd.C b.A.1 CONC-1 GL-4GL-4GL-4 GL-4 GL-4 GL-4 GL-4 GL-4 GL-4 GL-4 GL-4 GL-4 RF-2 INSUL-7 INSUL-7 RF-2 CONC-4 RF-2 INSUL-7 BRK-2BRK-2 CONC-1 BRK-2BRK-2 GL-9 GL-8 GL-8 BRK-1BRK-1 GL-9 GL-8 GL-8 GL-8 CUSTOM MTL-16 SCUPPER WD-18 CUSTOM MTL-16 SCUPPER 5' - 3 1/2"6' - 0"3' - 0"INSUL-7 BRK-2BRK-2 BRK-2 PT-5 SEE 2/A-203 T/RF JL MECHANICAL 24' - 2 1/2"14' - 8 1/4"T/ RF ART SCHOOL 14' - 8 1/4"9' - 6"NEW BRICK-2 GLASS EXISTING BRK-1 TO REMAIN MATERIAL LEGEND: Drawing Number: Project No : Civil Engineer 7302 Kanis Road Little Rock, AR 72204 Sheet Title : Drawn : Checked : Date : Scale : McClelland Consulting Engineers Landscape Architect 277 Broadway Suite 1606 New York, NY 10007 SCAPE Mechanical / Electrical / Plumbing / Fire Protection 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Structural Engineer + Enclosure Consultant 330 N. Wabash Avenue, Suite 1500 Chicago, IL 60611 Thornton Tomasetti Environmental Design Consultant 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Lighting Designer Jagdweg 16 D-53155 Bonn, Germany Licht Kunst Licht AG Acoustical / Theatrical / AV Consultant 35 East Wacker Drive, Suite 1800 Chicago, IL 60601 ARUP T 312.596.2000 T 312.915.0557 T 212.462.2628 T 501.371.0272 T 312.849.5610 Associate Architect 2222 Cottondale Lane Suite 100 Little Rock, AR 72202 Polk Stanley Wilcox Architects T 501.378.0878 1520 W. Division Street Chicago, Illinois 60642 T 773.384.1212 ARCHITECT OF RECORD ARKANSAS ARTS CENTER N O T F O R C O N S T R U C T IO N GENERAL NOTES 1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2019. STUDIO GANG ARCHITECTS. 2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCRAPENCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK. DO NOT SCALE THESE DRAWINGS. MacArthur Park 501 East 9th Street Little Rock, AR 72202 LITTLE ROCK, ARKANSAS T 312.915.0557 T 49.228.91422-10 2019 Studio Gang Architectsc 123456789101112 A B C D E F G H I J As indicated A-203 06/07/19 BUILDING ELEVATIONS WEST 16061 RT AP No. Issued for Date 01 75% Schematic Design for Pricing 04/27/2018 02 70% Design Development for Pricing 10/26/2018 03 100% Design Development 01/31/2019 04 60% Construction Documents & Bid Six 06/07/2019 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION - WEST (AREA C)1 SCALE:1/8" = 1'-0" EXTERIOR ELEVATION - WEST (AREA D+B2)2 NOT FOR CONSTRUCTION T/L UPPER LEVEL 16' -9"T/RF 1937 BLDG37' -2"2A-3013A-301E16E1E20E22E2DF1E1D0D1D2E1BRK-3EX. TERRACOTTATO REMAINGL-7GL-3EX. SC, DSGL-34A-433T/FINISH LEVEL 223' -4"GL-7GL-7GL-7GL-7 GL-7BRK-3BRK-316' - 7"13' - 10"39' - 7"T/PP 1937 BLDG2' - 5"G21GL-7GL-7M U S E U M O F F I N E A R T SGL-7 SPANDRELT/L UPPER LEVEL 16' -9"3A-300FDFCFBFA9DBFAFAG9G2T/FINISH LEVEL 223' -4"BRK-2BRK-2BRK-239' - 1"T/PP SERVICE CORRIDOR15' - 9"16' - 7"13' - 4"OPENGL-2MTL-12T/L UPPER LEVEL 16' -9"3A-300FDFCFBFA9DBFAFAG9G2T/FINISH LEVEL 223' -4"39' - 1"T/PP SERVICE CORRIDOR15' - 9"16' - 7"13' - 4"BRK-2BRK-2BRK-2 COLUMNS BEFOREDONOR SIGNAGE BY SIGNAGE CONSULTANTT/L UPPER LEVEL 16' -9"3A-301E16E1E20E22E2DDG1D1D2F1F1F16F16F1G11E1CONC-4WD-18WD-18T/FINISH LEVEL 223' -4"16' - 7"OPEN TO CRESCENT BEYONDCONNECTION TO CLRRF-2CONNECTION TO SERVICE CORRIDOR-INTERIORGL-2SEE GLAZING SCHEDULET/L UPPER LEVEL 16' -9"3A-300FCFBFA9DBFAFACONC-4RF-2WD-18WD-18G2T/FINISH LEVEL 223' -4"SEE 4/A-200 FOR GALLERY EAST ELEVATION16' - 7"3' - 6 1/2"13' - 1"Drawing Number:Project No :Civil Engineer7302 Kanis RoadLittle Rock, AR 72204Sheet Title :Drawn :Checked :Date :Scale :McClelland Consulting EngineersLandscape Architect277 Broadway Suite 1606New York, NY 10007SCAPEMechanical / Electrical / Plumbing / Fire Protection303 W. Erie Street Suite 510Chicago, IL 60654db | HMSStructural Engineer + Enclosure Consultant330 N. Wabash Avenue, Suite 1500Chicago, IL 60611Thornton TomasettiEnvironmental Design Consultant303 W. Erie Street Suite 510Chicago, IL 60654db | HMSLighting DesignerJagdweg 16D-53155 Bonn, GermanyLicht Kunst Licht AGAcoustical / Theatrical / AV Consultant35 East Wacker Drive, Suite 1800Chicago, IL 60601ARUPT 312.596.2000T 312.915.0557T 212.462.2628T 501.371.0272T 312.849.5610Associate Architect2222 Cottondale Lane Suite 100Little Rock, AR 72202Polk Stanley Wilcox ArchitectsT 501.378.08781520 W. Division StreetChicago, Illinois 60642T 773.384.1212ARCHITECT OF RECORDARKANSAS ARTS CENTERNOT FOR CONSTRUCTIONGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2019. STUDIO GANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCRAPENCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK. DO NOT SCALE THESE DRAWINGS.MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSAST 312.915.0557T 49.228.91422-102019 Studio Gang Architectsc123456789101112ABCDEFGHIJ1/8" = 1'-0"A-20406/07/19BUILDING ELEVATIONS -NORTH COURTYARD16061RTAPNo. Issued for Date0170% Design Development for Pricing 10/26/201802100% Design Development 01/31/20190360% Construction Documents & Bid Six 06/07/2019SCALE:1/8" = 1'-0"NORTH COURTYARD ELEVATION - SOUTH (1937 FACADE)1SCALE:1/8" = 1'-0"COURTYARD ELEVATION - EAST2SCALE:1/8" = 1'-0"COURTYARD ELEVATION - EAST (CORRIDOR)3SCALE:1/8" = 1'-0"NORTH COURTYARD ELEVATION NORTH (CLR)4SCALE:1/8" = 1'-0"NORTH COURTYARD ELEVATION - WEST (CLR)5NOT FORCONSTRUCTION 4' - 11 1/2" 5' - 2 1/8" 10' - 0"7' - 5 7/8"10' - 0"10' - 0"6' - 5 3/4"6' - 4 7/8"10' - 0"10' - 0"6' - 5 3/4"6' - 6 3/8"10' - 0"16' - 6 3/8"16' - 5 3/4"16' - 4 7/8"16' - 5 3/4"17' - 5 7/8"20' - 1 5/8"16' - 10 3/8"15' - 1" 6' - 0"2' - 9" 15' - 10 3/8"2' - 9" 14' - 0 1/4"2' - 9" 15' - 4 1/2"14' - 3 1/2" 6' - 0"2' - 9" 15' - 4 3/4"2' - 9" 13' - 11 3/4"2' - 9" 15' - 5"14' - 4 5/8" 6' - 0"2' - 9" 15' - 5 1/4"2' - 9" 13' - 11 1/8"2' - 9" 15' - 4 7/8"B/SLABVARIES102.1103.981.776.177.977.8102.2102.577.577.3101.989.274.783.015.3T/SLAB23' - 1"T/FLOOR23' - 4"T/ROOFINGVARIES4 "2' - 9" 15' - 3 1/2"17' - 0 3/4"2' - 9"6' - 0"15' - 5 7/8"16' - 2 5/8"2' - 9"14' - 2"2' - 9"15' - 11 7/8"2' - 9"6' - 0"15' - 2 5/8"16' - 8 5/8"2' - 9"2' - 9" 15' - 3 3/4"84.698.18 9 .6 2' - 6 7/8"B/SLABVARIEST/SLAB23' - 1"T/FLOOR23' - 4"T/ROOFINGVARIES75.54"EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ116' - 1 5/8"VARIES14' - 5"VARIES16' - 6"VARIES91.5VARIES90.0B/SLABVARIEST/SLAB23' - 1"T/FLOOR23' - 4"T/ROOFINGVARIES5 1/2"7"VARIES1' - 4"3' - 8 3/4" EQ EQ EQ EQ EQ EQ EQ41' - 8 1/8"VARIES79.075.0VARIES97.114' - 8 1/8"B/SLABVARIEST/SLAB23' - 1"T/FLOOR23' - 4"T/ROOFINGVARIESVARIES4"10' - 0" 10' - 0" 10' - 0" 10' - 0" 9' - 1 1/2" 10' - 0" 10' - 0" 8' - 10 1/2" 7' - 0" 10' - 0" 10' - 0" 3' - 6" 3' - 6" 2' - 10 7/8" 3' - 6"10' - 0" 10' - 0" 5' - 2 3/8"20' - 0"20' - 0"19' - 1 1/2" 18' - 10 1/2" 17' - 0" 17' - 0" 16' - 4 7/8" 15' - 2 3/8"0' - 3 1/2"2' - 6"15' - 6 1/2"18' - 8 3/4"18' - 8 3/8"2' - 6"10' - 7 1/2"102B1037' - 0"17' - 5 3/4"18' - 0 3/4"7' - 0"16' - 6 3/8"18' - 1"2' - 6"7' - 0"17' - 0 3/4"17' - 11 1/4"2' - 6"10' - 4"10' - 1 1/2"7' - 0"18' - 1"18' - 8 1/2"4 "T.O.FINISHB.O.SLABT.O.MULLION1"2"VARIES71.9B/RIBVARIEST/ROOFINGVARIEST/FLOOR0' - 0"16' - 8 3/4"2' - 6"B/SLABVARIES13' - 4 1/8"2' - 4"13' - 3 7/8"2' - 3 5/8"5' - 8 1/2"2' - 4 1/2"7' - 7 1/4" 3' - 6" 3' - 6" 3' - 6"18' - 1 1/4" 19' - 11 1/2"2' - 6"16' - 8 5/8"10' - 6" 9' - 5 1/2"15' - 10 3/4"2"1"19' - 3 1/4"2' - 9 1/2"16' - 2 1/4"T/FLOOR0' - 0"SHEAR WALLB.O.RIBB.O.SLABT.O.FINISH0' - 5 1/2"4 "10' - 4 7/8"11' - 11 1/2"Drawing Number:Project No :Civil Engineer7302 Kanis RoadLittle Rock, AR 72204Sheet Title :Drawn :Checked :Date :Scale :McClelland Consulting EngineersLandscape Architect277 Broadway Suite 1606New York, NY 10007SCAPEMechanical / Electrical / Plumbing / Fire Protection303 W. Erie Street Suite 510Chicago, IL 60654db | HMSStructural Engineer + Enclosure Consultant330 N. Wabash Avenue, Suite 1500Chicago, IL 60611Thornton TomasettiEnvironmental Design Consultant303 W. Erie Street Suite 510Chicago, IL 60654db | HMSLighting DesignerJagdweg 16D-53155 Bonn, GermanyLicht Kunst Licht AGAcoustical / Theatrical / AV Consultant35 East Wacker Drive, Suite 1800Chicago, IL 60601ARUPT 312.596.2000T 312.915.0557T 212.462.2628T 501.371.0272T 312.849.5610Associate Architect2222 Cottondale Lane Suite 100Little Rock, AR 72202Polk Stanley Wilcox ArchitectsT 501.378.08781520 W. Division StreetChicago, Illinois 60642T 773.384.1212ARCHITECT OF RECORDARKANSAS ARTS CENTERNOT FOR CONSTRUCTIONGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2019. STUDIO GANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCRAPENCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK. DO NOT SCALE THESE DRAWINGS.MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSAST 312.915.0557T 49.228.91422-102019 Studio Gang Architectsc123456789101112ABCDEFGHIJ1/4" = 1'-0"A-60606/07/19EXTERIOR GLAZINGELEVATIONS16061WZAPSCALE:1/4" = 1'-0"CLR NORTH FACADE ELEVATION (GL-1)3SCALE:1/4" = 1'-0"CLR EAST FACADE ELEVATION (GL-1)5SCALE:1/4" = 1'-0"CLR SOUTH FACADE UNROLLED ELEVATION (GL-2)4SCALE:1/4" = 1'-0"CLR WEST FACADE UNROLLED (GL-2)6KEY DIAGRAMGLAZING TYPESNo. Issued for Date0175% Schematic Design for Pricing 04/27/20180270% Design Development for Pricing 10/26/201803100% Design Development 01/31/2019GL-1 1.75" LAMINATED STRUCTURALLY GLAZED IGU AT SLANTED GLASS;CUSTOM STEEL CURTAIN WALL SYSTEMGL-2 1.75" LAMINATED STRUCTURALLY GLAZED IGU; CUSTOM STEELCURTAIN WALL SYSTEMGL-3 1" TEMPERED IGU; ALUMINUM STOREFRONT SYSTEMGL-4 1" TEMPERED IGU, ALUMINUM STOREFRONT SYSTEMGL-5 1" TEMPERED IGU; ALUMINUM CURTAIN WALL SYSTEMGL-6 NOT USEDGL-7 1" TEMPERED IGU; ALUMINUM CURTAIN WALL SYSTEM, WITHPOWDER-COATED FINISH (TO MATCH OIL-RUBBED BRONZE)GL-8 1" IGU; ALUMINUM CURTAIN WALL SYSTEMGL-9 1.75" TEMPERED STRUCTURALLY GLAZED IGU; CUSTOM STEEL CURTAINWALL SYSTEMSCALE:1/4" = 1'-0"RESTAURANT UNROLLED ELEVATION (GL-9)1SCALE:1/4" = 1'-0"SOUTH ENTRANCE UNROLLED ELEVATION (GL-9)2NOT FORCONSTRUCTION TYP.6' - 0"TYP.3' - 0"TYP.9' - 0"2' - 10 1/2"EQEQEQEQEQEQ33' - 10 1/4"12' - 8"4' - 0"6' - 0"4' - 0"4' - 0"6' - 0"6' - 0"3' - 3"3' - 5 1/4"3' - 5 1/4"TYP.6' - 0"TYP.4' - 0"3' - 4 3/8"3' - 6 3/8"3' - 1"3' - 1"3' - 6"10' - 1 1/4"2' - 11 3/4"T/SLAB6' - 9"10' - 1 1/4"2' - 11"1' - 3 1/2"3' - 2"3' - 9"3' - 8 1/2"3' - 8 1/2"10' - 1 1/4"2' - 11 3/4"3' - 6"5' - 0"7' - 0"2' - 6"2' - 6"7' - 0"3' - 8 5/8"3' - 8 5/8"3' - 8 1/2"3' - 8 1/2"12' - 10 1/8"10' - 8 7/8"10' - 1 1/2"10' - 1 5/8"EQ EQEQ EQEQ EQEQ EQ30' - 6 3/8"38' - 5 1/2"10' - 4 1/2"73.773.773.773.767.867.867.867.867.470.873.077.210' - 9 1/2"67.473.070.877.221' 5 1/2"B/SLAB31' 11 1/2"10' - 4 1/2"10' - 4 1/2"10' - 3 1/2"9' - 1 1/2"1 1 /2 " 1 1 /2 "T.O.ROOFINGB.O.SLABB.O.MULLION ALIGN TO B.O. SOFFITEQEQEQEQEQEQEQEQ15' - 2"13' - 2 1/2"14' - 8 1/2"15' - 4"8' - 1 1/2"8' - 0 1/2"8' - 2"8' - 2"8' - 1 1/2"7' - 4"105.874.2105.6109.870.6106.8106.7105.6102.674.773.2106.731' 11 3/4"B/SLAB40' - 3 1/4"T.O.ROOFINGB.O.SLABB.O.MULLION ALIGN TO B.O. SOFFITEQEQEQEQEQEQEQEQEQ62' - 5 1/2"1' - 3"2' - 3"3' - 0"3' - 0"T.O.ROOFINGB.O.SLABB.O.RIB33' - 3 1/4"2' - 2 1/4"7' - 10 3/4"3' - 6"3' - 6"Drawing Number:Project No :Civil Engineer7302 Kanis RoadLittle Rock, AR 72204Sheet Title :Drawn :Checked :Date :Scale :McClelland Consulting EngineersLandscape Architect277 Broadway Suite 1606New York, NY 10007SCAPEMechanical / Electrical / Plumbing / Fire Protection303 W. Erie Street Suite 510Chicago, IL 60654db | HMSStructural Engineer + Enclosure Consultant330 N. Wabash Avenue, Suite 1500Chicago, IL 60611Thornton TomasettiEnvironmental Design Consultant303 W. Erie Street Suite 510Chicago, IL 60654db | HMSLighting DesignerJagdweg 16D-53155 Bonn, GermanyLicht Kunst Licht AGAcoustical / Theatrical / AV Consultant35 East Wacker Drive, Suite 1800Chicago, IL 60601ARUPT 312.596.2000T 312.915.0557T 212.462.2628T 501.371.0272T 312.849.5610Associate Architect2222 Cottondale Lane Suite 100Little Rock, AR 72202Polk Stanley Wilcox ArchitectsT 501.378.08781520 W. Division StreetChicago, Illinois 60642T 773.384.1212ARCHITECT OF RECORDARKANSAS ARTS CENTERNOT FOR CONSTRUCTIONGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2019. STUDIO GANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCRAPENCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK. DO NOT SCALE THESE DRAWINGS.MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSAST 312.915.0557T 49.228.91422-102019 Studio Gang Architectsc123456789101112ABCDEFGHIJ1/4" = 1'-0"A-60706/07/19EXTERIOR GLAZINGELEVATIONS16061WZAPSCALE:1/4" = 1'-0"ART SCHOOL FACADE (GL-4)2SCALE:1/4" = 1'-0"GALLERY FACADE (GL-5)7SCALE: 1/4" = 1'-0"COLLECTION MANAGEMENTEAST FACADE (GL-4)3SCALE: 1/4" = 1'-0"ADMIN NORTH FACADE (GL-4)6SCALE:1/4" = 1'-0"ADMIN EAST FACADE (GL-4)5SCALE:1/4" = 1'-0"NORTH ENTRY GL-31SCALE:1/4" = 1'-0"1937 BLDG FACDE (GL-7)8GLAZING TYPESKEY DIAGRAMNo. Issued for Date0175% Schematic Design for Pricing 04/27/20180270% Design Development for Pricing 10/26/201803100% Design Development 01/31/2019SCALE:1/4" = 1'-0"GALLERY ENTRANCE CLERESTORY (GL-8)12GL-1 1.75" LAMINATED STRUCTURALLY GLAZED IGU AT SLANTED GLASS;CUSTOM STEEL CURTAIN WALL SYSTEMGL-2 1.75" LAMINATED STRUCTURALLY GLAZED IGU; CUSTOM STEELCURTAIN WALL SYSTEMGL-3 1" TEMPERED IGU; ALUMINUM STOREFRONT SYSTEMGL-4 1" TEMPERED IGU, ALUMINUM STOREFRONT SYSTEMGL-5 1" TEMPERED IGU; ALUMINUM CURTAIN WALL SYSTEMGL-6 NOT USEDGL-7 1" TEMPERED IGU; ALUMINUM CURTAIN WALL SYSTEM, WITHPOWDER-COATED FINISH (TO MATCH OIL-RUBBED BRONZE)GL-8 1" IGU; ALUMINUM CURTAIN WALL SYSTEMGL-9 1.75" TEMPERED STRUCTURALLY GLAZED IGU; CUSTOM STEEL CURTAINWALL SYSTEMSCALE:1/4" = 1'-0"CENTRAL STEM CLERESTORY (GL-8)11SCALE:1/4" = 1'-0"CENTRAL STEM CLERESTORY (GL-8)13SCALE:1/4" = 1'-0"BLOSSOM WEST WALL CLERESTORY (GL-8)10SCALE:1/4" = 1'-0"SOUTH SERVICE ENTRANCE (GL-3)9NOT FORCONSTRUCTION EXHIBIT D - DOCK RAILING AND STEPS b.30 d.6 b.M b.L b.K b.J 5 "7 5 /8 " 1 8 ' - 5 3 /4 " 1 ' - 0 5 /8 " 5 "12' - 3 3/8"7 5/8"5"13' - 4"6 ' - 0 "5 " 7 5 /8 " 5 ' - 0 " 1 3 ' - 1 0 3 /4 " 1 ' - 0 5 /8 " 6 A-480 4 ' - 0 " 8 " 1 7 ' - 9 3 /4 " 5 " 1 ' - 0 5 /8 "6' - 3"1' - 2" 2 1 ' - 0 "90.0°9.9°19' - 4"6" CONCRETE CURB 6" CONCRETE CURB T/L LOWER LEVEL 1 0' -0"6"8' - 0"21' - 0" 1' - 0 5/8"6"17' - 11 3/4"5"1' - 0 5/8" CAST STONE WALL CAP BRICK VENEER OVER CMU WALL - PAINT INTERIOR EXPOSED SURFACE OF CMU WALL 6" CONCRETE INTERIOR CURB 6 YD DUMPSTER6 YD RECYCLE DUMPSTER SEE STRUCTURAL DWGS FOR FOUNDATION AND WALL REINFORCING DETAILS b.29 a.C b.R d.8 b.Q b.P d.7 b.O b.N d.6 b.M b.L 7 A-313 3 A-480 9 A-480 0' - 0" -0' - 5" TOP OF CONCRETE STEM WALL 0' - 0"EXISTING SLAB TO REMAIN-0' - 5" 7 A-480 A-480101' - 0"34' - 0"4' - 7 5/8"5' - 0"12' - 2 1/4"3' - 9 7/8" V.I.F.1' - 0"4' - 0"EXISTING DS TO REMAIN -PROVIDE SLEEVE THRU NEW RAMP 5' - 5 1/2"4' - 8 1/2"8" NEW 1 1/2" STEEL PIPE GUARDRAILING AND GRIPRAIL NEW 1 1/2" STEEL PIPE WALL MTD GRIPRAIL 1' - 0"RAMPRAMPNEW 1 1/2" STEEL PIPE GUARDRAILING AND GRIPRAIL NEW 1 1/2" STEEL PIPE WALL MTD GRIPRAIL 1' - 0"1' - 0"CONCRETE STEM WALL BELOW 317.10 316.10 313.30 b.29 a.C b.R d.8 b.Q b.P d.7 b.O b.N d.6 b.M b.L EXISTING CONCRETE DOCKEX CONCRETE STEPS TO GRADEEXISTING DUMPSTER LOCATION AT GRADENEW OPEN'GNEW OPEN'GNEW OPEN'GT/L UPPER LEVEL 1 6' -9" b.Ob.Nd.6b.M a.G.5b.L NEW SECTION OF MASONRY WALL INFILL 3' - 8"5' - 4"5' - 4"8' - 4"8' - 0" 4' - 0"1' - 0" 1' - 0"1' - 1"1' - 0" EXISTING DOCK AND STAIRS OPEN TO BEYOND NEW WALL MOUNTED PAINTED STEEL GRIP RAIL NEW SLAB 3' - 8" EXISTING SLAB 12' - 5 1/8" NEW CONC RAMP 5' - 0"4' - 6 7/8" NEW ALUM STOREFRONT WINDOW 5"T/L UPPER LEVEL 1 6' -9" a.Cb.Rd.8b.Qb.P d.7b.Ob.Nd.6b.M a.G.5b.L REMOVABLE RAIL SECTION 7' - 8"3' - 6"EQEQEQ1 1/2" STEEL WALL MOUNTED HANDRAIL - PTD T/L UPPER LEVEL 1 6' -9"3' - 6"6"1' - 2"1' - 2"1' - 2"4"4"4' - 2"VARIES SEE CIVIL1 1/2" STEEL PIPE RAILING - PTD PTD STEEL COVER FLANGE SLEEVE INTO CONCRETE AND GROUT EXISTING BUILDING WALL NEW CONCRETE RAMP 1 1/2" STEEL PIPE RAILING - PTD T/L UPPER LEVEL 1 6' -9" 313.30 316.10 2 EQ R1' - 1"4 TR @ 12" 4' - 0"5' - 10" CAST IN PLACE CONCRETE STEPS 1 1/2" STEEL PIPE GUARDRAIL AND GRIPRAIL 5 EQ RISERS2' - 9 5/8"Drawing Number: Project No : Civil Engineer 7302 Kanis Road Little Rock, AR 72204 Sheet Title : Drawn : Checked : Date : Scale : McClelland Consulting Engineers Landscape Architect 277 Broadway Suite 1606 New York, NY 10007 SCAPE Mechanical / Electrical / Plumbing / Fire Protection 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Structural Engineer + Enclosure Consultant 330 N. Wabash Avenue, Suite 1500 Chicago, IL 60611 Thornton Tomasetti Environmental Design Consultant 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Lighting Designer Jagdweg 16 D-53155 Bonn, Germany Licht Kunst Licht AG Acoustical / Theatrical / AV Consultant 35 East Wacker Drive, Suite 1800 Chicago, IL 60601 ARUP T 312.596.2000 T 312.915.0557 T 212.462.2628 T 501.371.0272 T 312.849.5610 Associate Architect 2222 Cottondale Lane Suite 100 Little Rock, AR 72202 Polk Stanley Wilcox Architects T 501.378.0878 1520 W. Division Street Chicago, Illinois 60642 T 773.384.1212 ARCHITECT OF RECORD ARKANSAS ARTS CENTER N O T F O R C O N S T R U C T IO N GENERAL NOTES 1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2019. STUDIO GANG ARCHITECTS. 2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCRAPENCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK. DO NOT SCALE THESE DRAWINGS. MacArthur Park 501 East 9th Street Little Rock, AR 72202 LITTLE ROCK, ARKANSAS T 312.915.0557 T 49.228.91422-10 2019 Studio Gang Architectsc 123456789101112 A B C D E F G H I J As indicated A-480 06/07/19 ARCHITECTURAL SITE DETAILS 16061 Author Checker No. Issued for Date 01 60% Construction Documents & Bid Six 06/07/2019 SCALE:1/4" = 1'-0" SITE DUMPSTER ENLARGED PLAN1 SCALE:3/8" = 1'-0" DUMPSTER ENCLOSURE SECTION6 SCALE:3/8" = 1'-0" DUMPSTER ENCLOSURE ELEVATION8 SCALE:1/4" = 1'-0" EAST DOCK ENLARGED PLAN4SCALE:1/4" = 1'-0" EAST DOCK ENLARGED PLAN EXISTING5 SCALE:3/8" = 1'-0" SECTION AT EAST DOCK MODIFICATIONS7 SCALE:1/4" = 1'-0" EAST DOCK ELEVATION10 SCALE:3/4" = 1'-0" RAMP SECTION DETAIL9 SCALE:3/8" = 1'-0" ADMIN EAST WALL LOADING DOCK3 VERTICAL PICKET W/ SOLID METAL SHEET BACKPANEL STEEL SWING GATE W/ CANEBOLT AND LOCKING HARDWARE BRICK VENEER ON CMU WALL STRUCTURE W/ CAST STONE WALL CAP PAINTED STEEL GATE POST MIN 4" - VERIFY SIZE W/ GATE MANUFACTURER - SET POST IN CONCRETE 6" CONCRETE FILLED STEEL BOLLARD SET IN CONCRETE 6" CONCRETE FILLED STEEL BOLLARD SET IN CONCRETE REMOVABLE RAILING SECTIONNOT FOR CONSTRUCTION 4 A-318 3 A-318 5 A-319 1 A-319 - --- - --- 2 A-481 3 A-481 11' - 5 3/8"8"34' - 4"8"5' - 0"7"10' - 0"10' - 0"10' - 0"30' - 0"7"5' - 4 1/2" 317.09 317.17 317.09 1/8" / 1'-0"20' - 0"31' - 0"14' - 2 1/2" 1/2" / 1'-0" 317.11 313.11 313.05 313.05 317.11 317.17 317.17 317.11 317.11 313.11 313.11 317.17 313.11 314.25 6' - 0"4' - 4"7' - 4" SLOPE SIDEWALK AT MAX 1:20 1/2" / 1'-0" CAST IN PLACE CONCRETE STEPS TRENCH DRAIN SEE CIVIL DWGS 1/4" / 1'-0"1/4" / 1'-0" AREA OF ZERO CURB 6' - 0"62' - 1 1/4" SLOPING CONCRETE RETAINING WALL TO FOLLOW GRADE315.903 1 5 .3 5 5' - 11 5/8"5' - 2 3/4"5' - 2 3/4"5' - 2 3/4"5' - 2 3/4"5' - 0"5' - 0"5' - 2"5' - 2"5' - 2"5' - 2"5' - 2"5' - 2" AREA OF ZERO CURB 9' - 6" DOCK LEVELOR DOC K SEALS PAINTED STEEL GUARDRAIL --- ---- - --- -10' - 0" 1' - 0 1/4"7' - 11 1/4"1' - 0 1/2" 314.80315.10 T/L UPPER LEVEL 1 6' -9" T/SLAB LEVEL 2 23' -1" c.4c.3c.2 c.2.2 20' - 0"31' - 0"14' - 2 1/2" 1 1/2" STEEL PTD GUARDRAILING T/L UPPER LEVEL 1 6' -9" T/SLAB LEVEL 2 23' -1" b.1b.2 c.4 c.3 c.2.2b.1.1b.1.2 1 1/2" STEEL PTD GUARDRAIL PREFABRICATED METAL CANOPY Drawing Number: Project No : Civil Engineer 7302 Kanis Road Little Rock, AR 72204 Sheet Title : Drawn : Checked : Date : Scale : McClelland Consulting Engineers Landscape Architect 277 Broadway Suite 1606 New York, NY 10007 SCAPE Mechanical / Electrical / Plumbing / Fire Protection 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Structural Engineer + Enclosure Consultant 330 N. Wabash Avenue, Suite 1500 Chicago, IL 60611 Thornton Tomasetti Environmental Design Consultant 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Lighting Designer Jagdweg 16 D-53155 Bonn, Germany Licht Kunst Licht AG Acoustical / Theatrical / AV Consultant 35 East Wacker Drive, Suite 1800 Chicago, IL 60601 ARUP T 312.596.2000 T 312.915.0557 T 212.462.2628 T 501.371.0272 T 312.849.5610 Associate Architect 2222 Cottondale Lane Suite 100 Little Rock, AR 72202 Polk Stanley Wilcox Architects T 501.378.0878 1520 W. Division Street Chicago, Illinois 60642 T 773.384.1212 ARCHITECT OF RECORD ARKANSAS ARTS CENTER N O T F O R C O N S T R U C T IO N GENERAL NOTES 1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2019. STUDIO GANG ARCHITECTS. 2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCRAPENCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK. DO NOT SCALE THESE DRAWINGS. MacArthur Park 501 East 9th Street Little Rock, AR 72202 LITTLE ROCK, ARKANSAS T 312.915.0557 T 49.228.91422-10 2019 Studio Gang Architectsc 123456789101112 A B C D E F G H I J 1/4" = 1'-0" A-481 06/07/19 ARCHITECTURAL SITE DETAILS 16061 Author Checker No. Issued for Date 01 60% Construction Documents & Bid Six 06/07/2019 SCALE:1/4" = 1'-0" ENLARGED PLAN AT WEST LOADING DOCK/STAFF ENTRY1 SCALE:1/4" = 1'-0" WEST LOADING DOCK NORTH ELEVATION2 SCALE:1/4" = 1'-0" WEST LOADING DOCK SOUTH ELEVATION13 NOT FOR CONSTRUCTION EXHIBIT F - SITE PAVING MATERIAL DIAGRAMS 6' - 9" 6' - 9" 6' - 9" 11' - 9" 6' - 9" 6' - 9" 6' - 9" 0 10'20'40'60' NORTH PLAZA - SITE MATERIALS BRICK LIMESTONE PAVERS CHIPSEAL EXPOSED AGG. CONCRETE CONCRETE 10' - 0" 0 10'20'40'60' EXPOSED AGG. CONCRETE BRICK CHIPSEAL SOUTH PLAZA - SITE MATERIALS EXHIBIT G1 - SITE LIGHT FIXTURE DIAGRAMS IMAGES AND CUT SHEETS LIGHTING STRATEGY SELUX Olivio Medio LED Underscore InOut Page 1 of 8 (Rev. 07/2018) In a continuing eff ort to off er the best product possible, we reserve the right to change, without notice, specifi cations or materials that in our opinion will not Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Approvals IP67 Olivio Medio LED Candelabra Pole Top LED WARRANTY 5YEAR Date: 277 SP Specify Premium Color SV Silver ---- -- Height Finish Options - ASM Asymmetric (no SLH or SLV option) C3 Triple @ 120° Candelabra Pole top 20kA 20kA Surge Supression 1 IDA certifi ed “Dark Sky Friendly”SLV Spread Lens Vertical (fi xed) 2 Only available with L46 2 L23 30 120 SLV 9.9' 13.1' 16.4' 23.0' L: 9'-10¼" (3004mm) L: 13'-1⅝" (4004mm) L: 16'-5" (5004mm) Standard modules can be combined in continuous rows, to create other length options. Thanks to the side positioning of the connectors, it avoids dark areas. To get the desired length, simply choose standard modules to combine (example : A+B). For in-line modules (B), no feed is required. Each module is supplied with 3" (80mm) long cable with connector, to interconnect the modules, up to 23' (7004mm) long. Project : Type:SPECIFICATION SHEET Page: 5 of 7 UNDERSCORE COMBINED MODULES TOP VIEW Feed A B 1.2' 3.5' 2.3' 196 | 224 L Dry Damp Wet 120° 150° 7500 cd h(ft)E(fc)D 28° 15 24 7’6" 12 38 6’0" 9 68 4’6" 6 152 3’0" 3 608 1’6" Technical data Luminous flux of the luminaire 1408lm Connected load 22W Luminaire efficacy 64lm/W Color deviation 2 SDCM Color rendition index CRI ≥90 Lumen maintenance (LM-80/TM-21)L90/B10 ≤50000h Lumen maintenance (LED manufacturer specifications) L90 ≤100000h LED failure rate 0.1%≤50000h LMF E Temperature on the cover glass 100°F / 38°C 35180.023 LED 18W 1890lm 3000K warm white 0-10V dimmable Version 8 Covered mounting detail Spherolit lens, flood Product description Housing: polymer, black. Control gear 120V/277V, 60Hz, dimmable. Longitudinally watertight cable 5xAWG14, L 31 1/2“ / 800mm. LED module: high-power LEDs on metal-core PCB. Collimating lens made of optical polymer.0-30°tiltable, rotat- able through 360°. Optical cut-off 40°from horizontal. Screw-fastened cover ring with flush safety glass: stainless steel. Safety glass: 9/16" / 15mm, clear. Installation with separate connection sleeve. Mounting in recessed housing: can be driven over in vehicles with pneumatic tyres. Load 11240lb.wt / 50kN. Mounting in hollow floor: mounting kit to be ordered separately. Dimming with external dimmers possi- ble (0-10V). Suitable for wet location (IP68):dust- proof. Weight 14.79lbs / 6.71kg Erzeugt mit dem DocScape Publisher, Regelwerk $Rev: 33910 $, am 2017-11-9 u E Tesis In-ground lumin Directional luminaire For your regional contact in the ERCO Sales network click here www.erco.com/contact ©ERCO GmbH 2018 Fixtures 80 & 81 Fixture 82 Fixture 83 Dry Damp W 120° 150° 7 h(ft)E(fc) 2 15 24 7’ 12 38 6’ 9 68 4’ 6 152 3’ 3 608 1’ Technical data Luminous flux of the luminaire 1408lm Connected load 22W Luminaire efficacy 64lm/W Color deviation 2 SDCM Color rendition index CRI ≥90 Lumen maintenance (LM-80/TM-21)L90/B10 ≤50000h Lumen maintenance (LED manufacturer specifications) L90 ≤100000h LED failure rate 0.1%≤50000h LMF E Temperature on the cover glass 100°F / 38°C 35180.023 LED 18W 1890lm 3000K warm white 0-10V dimmable Version 8 Covered mounting detail Spherolit lens, flood Product description Housing: polymer, black. Control gear 120V/277V, 60Hz, dimmable. Longitudinally watertight cable 5xAWG14, L 31 1/2“ / 800mm. LED module: high-power LEDs on metal-core PCB. Collimating lens made of optical polymer.0-30°tiltable, rotat- able through 360°. Optical cut-off 40°from horizontal. Screw-fastened cover ring with flush safety glass: stainless steel. Safety glass: 9/16" / 15mm, clear. Installation with separate connection sleeve. Mounting in recessed housing: can be driven over in vehicles with pneumatic tyres. Load 11240lb.wt / 50kN. Mounting in hollow floor: mounting kit to be ordered separately. Dimming with external dimmers possi- ble (0-10V). Suitable for wet location (IP68):dust- proof. Weight 14.79lbs / 6.71kg For your regional contact in the ERCO Sales network click here www.erco.com/contact ©ERCO GmbH 2018 Systema Mounted on Pole Ecosense Rise - Stake Mounted flood light Pole Height (18’ shown) 24” Pole Height (14’ shown) 24” Pole Height (20’ shown) 24” 24” Pos. 80B Pos. 80A Pos. 81 SELUX Olivio Medulo Example Images 6' - 9" 6' - 9" 6' - 9" 11' - 9" 6' - 9" 6' - 9" 6' - 9" 0 10'20'40'60' NORTH PLAZA - LIGHTING STRATEGY 10' - 0" 0 10'20'40'60' SOUTH PLAZA - LIGHTING STRATEGY 80A30" CENTER OF POSTTO BACK OF CURBCL EQUALEQUAL1L-600TYPICAL LIGHT POLEFOOTING DETAIL8030" CENTER OF POST TOEDGE OF PAVING80ACL EQUALEQUAL CLEQUALEQUAL1L-600TYPICAL LIGHT POLEFOOTING DETAILLIGHT POST TYPE T-80 / 81REINFORCED CONCRETE FOUNDATION- REBAR SIZE AND SPACING TO BECONFIRMED BY STRUCTURALENGINEER(4) 3/4-10 UNC X 17" PARTIALLY GALVANIZEDANCHOR BOLT AND HEAVY HEX NUT - SEEMANUFACTURER'S SPECIFICATIONS FORBOLT CIRCLE TEMPLATE1/2"4'-0" OR TOFROST DEPTH 3"FINISH GRADE1" CONDUIT - REFER ELECTRICAL DWGST-82 FIXTURE (BENCH LIGHTING)T-80B FIXTURE (PATH LIGHTING)T-83 FIXTURE (TREE UP-LIGHTING)T-80A FIXTURE (PARKING LOT LIGHTING)T-87A FIXTURE (TREE UP-LIGHTING)T-87B FIXTURE (TREE UP-LIGHTING)T-90 FIXTURE (IN-GROUND UPLIGHT)MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-600LIGHTING SCHEDULE------1/X"=1'-0"June 7, 20194TYP LIGHT POLE OFFSET AT CURBSCALE: 1/4" = 1'-0"LIGHT POLE LAYOUT SCHEDULEFIXTURE TYPEFIXTURE #COORDINATESSIZE/ LENGTHNORTHING (X)EASTING (Y)T-80A116'-0"T-80A216'-0"T-80A316'-0"T-80A416'-0"T-80A516'-0"T-80A616'-0"T-80A716'-0"T-80A816'-0"T-80A916'-0"T-80A1016'-0"T-80A1116'-0"T-80A1216'-0"T-80A1316'-0"T-80A1416'-0"T-80A1516'-0"T-80A1616'-0"T-80A1716'-0"T-80A1816'-0"T-80A1916'-0"T-80A2016'-0"T-80A2116'-0"T-80A2216'-0"T-80A2316'-0"T-80A2416'-0"T-80A2516'-0"T-80A2616'-0"T-80A2716'-0"T-80A2816'-0"T-80A2916'-0"T-80A3016'-0"T-80A3116'-0"T-80A3216'-0"T-80A3316'-0"T-80A3416'-0"T-80A3516'-0"T-80A3616'-0"T-80A3716'-0"T-80A3816'-0"T-80A3916'-0"T-80A4016'-0"T-80A4116'-0"T-80A4216'-0"T-80A4316'-0"T-80A4416'-0"T-80A4516'-0"T-80A4616'-0"T-80A4716'-0"T-80A4816'-0"T-80A4916'-0"T-80A5016'-0"T-80A5116'-0"T-80A5216'-0"T-80A5316'-0"T-80A5416'-0"T-80A5516'-0"T-80A5616'-0"T-80A5716'-0"T-80A5816'-0"T-80A5916'-0"T-80A6016'-0"T-80A6116'-0"T-80B112'-0"T-80B212'-0"T-80B312'-0"T-80B412'-0"T-80B512'-0"T-80B612'-0"T-80B712'-0"T-80B812'-0"T-80B912'-0"T-80B1012'-0"T-80B1112'-0"T-80B1212'-0"T-80B1312'-0"T-80B1412'-0"T-80B1512'-0"T-80B1612'-0"T-80B1712'-0"T-81112'-0"T-81212'-0"T-82146'-0"T-82243'-0"T-82344'-0"T-82428'-0"T-82542'-0"T-82648'-0"T-82751'-0"T-82848'-0"T-831T-832T-833T-834T-835T-836T-837T-838T-839T-8310T-87A1T-87A2T-87A3T-87A4T-87A5T-87A6T-87A7T-87A8T-87A9T-87A10T-87B1T-87B2T-87B3T-87B4T-87B5T-87B6T-87B7T-87B8T-87B9T-87B10T-87B11T-87B12T-87B13T-87B14T-87B15T-87B16T-87B17T-87B18T-901T-902T-903T-904T-905T-906T-9073TYPICAL LIGHT POLE OFFSET AT PAVINGSCALE: 1/4" = 1'-0"2TYPICAL LIGHT POLE IN PARKING LOTSCALE: 1/4" = 1'-0"1TYPICAL LIGHT POLE FOOTING DETAILSCALE: 1/2" = 1'-0" LIGHT FIXTURE SCHEDULE**SEE LIGHTING SPECIFICATIONS AND CUTSHEETS FOR FIXUTRE INFORMATION **NOT FORCONSTRUCTION HISTORIC EASEMENTGASFHFHCBWATERMAINHBHBHBHBYHYHDIDIDIDI MHMHMHMHMHMHMHMHYHFUTURESCULPTURELOCATIONSEE L-611TD1TD1NS1TD1TD1NS1NS2TD2TD2NS2TD2TD2NS2TD2TD2TD2TD2TD2TD2NS2TD2TD2TD2TD2QPQPQPQPQPQPhQBQMQMaQMQMQMQMQMQMQMQMQMQMQMQMQBQBQBQBQBQBQBQPhQPhQPhQPhQPhQPhQPhQPhQPhQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaNS1QMQMQMQMQMaQMQMaQMQB80B80A80A80A80A80A80A80A 80A80B80B80B80A80A80A80A80A80A8290909080A80A80A80A80A 87B87B87B87B87B87B8280B80B80A80A80B82 80A80A80A80A80A80A80A87B87B87B87B93LX112LX109LX106LX105LX124LX131LX131 LX1 3 1 LX126LX104LX107LX109NS3TD3NS3TD34L-600TYP LIGHT POLE OFFSET AT CURB80B87BLEGEND:PROPOSED TREEEXISTING TREELIMIT OF WORK LINELIGHT FIXTURE SWITCHING ZONET-82 FIXTURE (BENCH LIGHTING)T-80B FIXTURE (PATH LIGHTING)T-83 FIXTURE (TREE UP-LIGHTING)8387AT-80A FIXTURE (PARKING LOT LIGHTING)T-87A FIXTURE (TREE UP-LIGHTING)80AT-87B FIXTURE (TREE UP-LIGHTING)T-90 FIXTURE (IN-GROUND UPLIGHT)90MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-610SITE LIGHTING PLAN -NORTH------1/X"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"NOT FORCONSTRUCTION FHHBHBYHYHYHYHDIDIDIDIDIDIDIDIDIDIDIDIMHMHMHMHMHMHMHMHMHMHFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONFUTURESCULPTURELOCATIONSEE L-610TD1TD1TD1NS1TD1TD1TD2TD1TD1TD1TD2NS1TD1NS1TD2TD2TD2NS2TD2NS2NS2NS2TD2NS2TD2NS2TD2TD2TD2TD2TD2NS2NS2NS2NS2NS2NS2TD2TD2TD2TD2NS2TD2NS1TD2NS2TD2NS2NS2QBQBTD2TD2QMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQMQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQBQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQPhQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaQMaTD3QMaQBQMaNS3TD2TD2TD3TD3TD2TD2TD3TD2TD2NS3QPhQPhTD2TD2TD3QPhQPh80A 80B80A80A80A80A80A80A80A8380A80A80A80A80A80A80A80A80A80A80A80A80A80A80A80A80A80A80A80A80A 80A 80A 80A 80A 80A 80A 8383838383838380A80B80B80B 80B 80B80B80B80B80B80B80B80B87A87A87A87A87A87A87A87A9090909080A80A80A80A80A 838387B87B87B87B87B87B8 28282 828287B87B80A80A80A87A87A8181LX112LX116LX 1 1 7LX117LX117 LX117LX117LX115LX115LX114LX114LX108LX114LX124LX114LX127LX113LX113QMa2L-600TYPICAL LIGHT POLE IN PARKING LOT3L-600TYPICAL LIGHT POLE OFFSET AT PAVING80B87BLEGEND:PROPOSED TREEEXISTING TREELIMIT OF WORK LINELIGHT FIXTURE SWITCHING ZONET-82 FIXTURE (BENCH LIGHTING)T-80B FIXTURE (PATH LIGHTING)T-83 FIXTURE (TREE UP-LIGHTING)8387AT-80A FIXTURE (PARKING LOT LIGHTING)T-87A FIXTURE (TREE UP-LIGHTING)80AT-87B FIXTURE (TREE UP-LIGHTING)T-90 FIXTURE (IN-GROUND UPLIGHT)90MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSASDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :ARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE Landscape Architecture DPC330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, GermanyNOT FORCONSTRUCTIONNo.Issued forDate0175% Schematic Design for Pricing04/27/20180270% Design Development for Pricing10/26/201803100% Design Development01/31/20190460% Construction Documents & Bid Six06/07/20192019 Studio Gang ArchitectscL-611SITE LIGHTING PLAN -SOUTH------1/X"=1'-0"June 6, 201908'16'32'48'SCALE: 1/16" = 1'-0"NOT FORCONSTRUCTION 193 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 80 Series Page 1 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Approvals IP67 Luminaire Olivio Medio LED Sistema 2 Arm Mount LED WARRANTY 5YEAR PC Photocell (consult factory) Order Code:------ Pole Order Code:--- Series Height Finish Options OLML -#1 #2 ------OLML - #3 ------OLML - #4 ------OLML - Series Optics Mounting OptionsFixture #Light Engine - Rivnut Pairs RN -------- Fixture # CCT Finish Voltage * Refer to chart on page 5 for Rivnut locations *Rivnut Locations Project: Type:Qty: Date:Customer: Date: Product Modifications Please list modification requirements for review by factory: Series OLML Olivio Medio LED Light Engine L46 46W nominal L23 23W nominal CCT 30 3000K 40 4000K Optics S09 Spot, 9o F40 Flood medium, 41° F80 Flood wide, 78° Mounting SBx Specify Arm Locations (x = number of arms) Voltage 120 208 240 277 Options DS1 Dark Sky 0o Tilt Option OLML Finish WH White BK Black BZ Bronze SP Specify Premium Color SV Silver DM2 Dimming, 0-10V ASM Asymmetric (no SLH or SLV option) 20kA 20kA Surge Supression 1 IDA certified “Dark Sky Friendly”SLH Spread Lens Horizontal (fixed) SLV Spread Lens Vertical (fixed) 2 Only available with L46 HX Micro honey comb louver (consult factory) CF Color Filter (consult factory) BL Semi-Matte Black 194 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 80 Series Page 2 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Specifications Olivio Medio LED - Sistema 2 Arm Mount 1. Luminaire Housing - Two piece high pressure die cast housing, made of low copper aluminum alloy. Single recessed captive screw allows easy access to light engine & gear tray components. 2. Gasketing - (not shown) UV and ozone-re- sistant, silicone gasket between fixture housing and lens base provide IP67 level ingress protec- tion. IP rated micro-membrane ensures pressure compensation. 3. Lens - (not shown) Tempered clear glass lens. 4. LED Light Engine - (not shown) made from high flux COB and vacuum metalized aluminum reflectors. Selux is using brand name LED manu- facturers. Available in 3000K and 4000K, CRI minimum 80. Reflectors made from high purity aluminum to ensure high efficiencies throughout lifetime. Complete light engine can be removed easily for future upgrade. LED light engine pro- vides a reported lumen maintenance of 84.3% at 60,000 hours. L70 calculated greater than 60,000 hours. 5. LED Driver - Selux uses brand name high efficiency LED drivers. LEDs are driven by RoHS compliant high-efficiency driver. Excellent for cold temperature starting and instant on. Min. operating temperature -40°C/ -40°F. 6. Surge Protector - (not shown) Designed to protect luminaire from electrical surge up to 10kA. Surge protection up to 20kA optional. 7. Arm – Cast aluminum mounting arms for flex- ible pole mounting. Fixture head joint provides tilt-swivel range from 0° to 175°, and 360° rota- tion. Locks down with set screws. 8. Rivnuts – (not shown) (2) Two rivnuts re- quired per Fixture Arm and installed by manu- facturer. 8. Power Cord - (not shown) Pre-installed at factory and fed hidden through the luminaire hinge and hinge arm. Power cords are specified to fit the length of the pole specified with the luminaire. Exterior Luminaire Finish - Selux utilizes a high quality Polyester Powder Coating. All Selux luminaires and poles are finished in our Tiger Drylac certified facility and undergo a five stage intensive pretreatment process where product is thoroughly cleaned, phosphated and sealed. Selux powder coated products provide excellent salt and humidity resistance as well as ultraviolet resistance for color retention. All products are tested in ac- cordance with test specifications for coatings from ASTM and PCI.Standard exterior colors are White (WH), Black (BK), Semi-Matte Black (BL), Bronze (BZ), and Silver (SV). Selux premium col- ors (SP) are available, please specify from your Selux color selection guide. 5 Year Limited LED Luminaire Warranty - Selux offers a 5 Year Limited Warranty to the original purchaser that the OLIVIO LED luminaire shall be free from defects in material and work- manship for up to five (5) years from date of shipment. This limited warranty covers the LED driver and LED Light engine when installed and operated according to Selux instructions. For de- tails, see “Selux Terms and Condition of Sale.” Listings and Ratings: Luminaire and LED tested to IP67 and IESNA LM-79-08 standards. LED tested to LM-80 standards. Luminaire and LED tested at 25°C ambient temperature. OLIVIO LED suitable for ambient tempera- tures of 40°C (104°F). Minimum operating temperature of luminaire at -40°C (-40°F). NRTL Listed for wet location (i.e. UL, CSA) Visit selux.us for our LED End of Life recycling policy. Olivio Medio LED S09 F40 F80 ASM 3000K CRI>80 3208 lm CBCP 46602.8 cd 3263 lm CBCP 5273.9 cd 3010 lm CBCP 2052 cd 2068 lm CBCP 1678 cd 4000K CRI>80 3252 lm CBCP 47253cd 3308 lm CBCP 5347.6cd 3052 lm CBCP 2080.7cd 2820 lm CBCP 1970cd Lumen Output for OLML OLML-SB1 8 11/16” (220mm) 15 15/16” (405mm) 4 1/2” (115mm) 10 1/4” (260mm) 2 1/4” (57mm) 195 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 80 Series Page 3 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Olivio Medio LED - Sistema 2 Arm Mount Mounting Mounting Details Mounting Details EPA = 0.5 ft2 (0.046 m2) Weight = 15 lbs. (7 kg) Rivnuts = 1 pair (RN1) EPA = 0.9 ft2 (0.083 m2) Weight = 31 lbs. (14 kg) Rivnuts = 2 pair (RN2) EPA = 0.9 ft2 (0.083 m2) Weight = 31 lbs. (14 kg) Rivnuts = 2 pair (RN2) 24” (610mm) Pole Height (12’ shown) Single (Arm Location: 0D) Double at 180° (Arm Locations: 0G-0S) Double at 90° (Arm Locations: 0D-0V) 196 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 80 Series Page 4 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Olivio Medio LED - Sistema 2 Arm Mount Mounting Mounting Details Mounting Details Quadruple Pole Arms stepped at 90º (Arm Location: 0G-1M-2S-3A) Sextuple Pole Arms stepped at 60º (Arm Locations: 0E-1I-2M-3Q-4U-5A) EPA = 1.9 ft2 (0.177 m2) Weight = 62 lbs. (28 kg) Rivnuts = 4 pair (RN4) EPA = 2.8 ft2 (0.260 m2) Weight = 92 lbs. (42 kg) Rivnuts = 6 pair (RN6) 24” (610mm) 24” (610mm) Pole Height (22’ shown) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 197 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 80 Series Page 5 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us8Specify Mounting Configurations Use checkboxes provided in chart below. Columns #0 through #9 indicate heights starting with 2 feet (610mm) below top of pole and proceeding downwards in increments of 18 inches (457mm). Rows A through X indicate angular placement around pole starting with 0° at handhole and proceeding clockwise. (NOTE: If using Adobe Acrobat to enter data (checks) in chart on right, the following instructions will be carried out aut automatically) When specifying non-standard con- figurations, enter “SB+(total number of arms specified)” on configura- tion matrix on page 1 in the fixture Mounting field. Example: SB 4 (specifying 4 mounting arms) Build up the Mounting Arm Location Codes from chart on right (“Height Code” +”Angular Location Code”) i.e. “4G” = 8 feet from top of pole, 90° clockwise from handhole. Enter Mounting Arm Location Codes on page 1 in the blanks provided that follow the Pole Option blanks. Example: 3G-3P-4A-5S (1) Pair of Rivnuts required per arm. 0 1 2 3 4 5 6 7 8 9 2’3.5’5’6.5’8’9.5’11’12.5’14’15.5’ A 0º B 15º C 30º D 45º E 60º F 75º G 90º H 105º I 120º J 135º K 150º L 165º M 180º N 195º O 210º P 225º Q 240º R 255º S 270º T 285º U 300º V 315º W 330º X 345º A N G U L A R L O C A T I O N C O D E C L O C K W I S E F R O M H A N D H O L E DI S T A N C E F R O M T O P O F P O L E H E I G H T C O D E NOTE: Arms mounted at same height level must be spaced apart at 90º minimum. Arms mounted at adjacent height levels (18º apart) must be space apart at 45º minimum. 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 24” (610mm) Olivio Medio LED - Sistema 2 Arm Mount 18” (457mm) (Luminaire shown for illustrative purposes only - not to scale) 198 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 80 Series Page 6 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Olivio Medio LED - Sistema 2 Arm Mount Wiring Standard Single Wiring 0-10V Dimming Option (DM) Wiring L46, 120-277V. L1 N BLACK WHITE GREEN FROM LINE CORD SURGE PROTECTOR LIGHTENGINE L1 N BLACK WHITE GREEN Dim (+) RED ORANGEDim (-) FROM LINE CORD SURGE PROTECTOR LIGHT ENGINE 100% LIGHT OUTPUT AT 10V, DOWN TO 10% LIGHT OUTPUT AT 0V. 0-10V DIMMING WIRING FOR 120-270V 199 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 80 Series Page 7 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Options Dark Sky 0° Tilt Option (DS) -Luminaire head tilt angle preset and fixed at factory to comply with IDA Dark Sky and BUG U0 ratings. Vertical spread lens (SLV) - Spread lens for vertical light distribu- tion. Replaces clear lens and intended to be used with reflectors for S09, F40 or F80 distribution. Preset and fixed at factory. Horizontal spread lens (SLH) - Spread lens for horizontal light distribution. Replaces clear lens and intended to be used with reflectors for S09, F40 or F80 distribution. Preset and fixed at factory. 20kA Surge Protection (20kA) - Designed to protect luminaire from electrical surge up to 20kA. LIGHT PATH LIGHT PATH Olivio Medio LED - Sistema 2 Arm Mount GFCI Receptacle (REC) - 120V 15A GFCI duplex receptacle with weather-proof, self-closing cover; located 36” (915mm) from base of pole, inline with handhole. Receptacle is intended only for portable tools or other portable equipment to be connected to outlet only when attended by operating personnel. For use with 120V applications only. For use with luminaires with other thn 120V rating, please consult factory for wire segregation. GFCI Receptacle (REC2) - 120V 15A GFCI duplex receptacle with weather- proof, self-closing, padlockable cover; located 36” (915mm) from base of pole, inline with handhole. Receptacle is intended only for portable tools or other portable equipment to be connected to outlet only when attended by operat- ing personnel. For use with 120V applications only. For use with luminaires with other than 120V rating, please consult factory for wire segregation. (REC) GFCI RECEPTACLE DETAIL (120V) (REC2) PADLOCKABLE IN-USE GFCI RECEPTACLE DETAIL (120V) (REC) GFCI RECEPTACLE DETAIL (120V) (REC2) PADLOCKABLE IN-USE GFCI RECEPTACLE DETAIL (120V) 2 3⁄4” (70mm) 4 1⁄2” (114mm) 5⁄8” (15mm)3 9⁄16” (91mm) 6 11⁄16” (170mm) 2 1⁄4” (58mm) Pole (Generic View)Pole (Generic View) 200 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 80 Series Page 8 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Pole Information Olivio Medio LED - Sistema 2 Arm Mount Standard Base Cover (BC5) Supplied with O-A35-197 Two-piece cast aluminum BC9 Available for: O-AT64-156 O-ST5936-11 BC10 - Available for: O-AT74-156 Ø3 1⁄2” (90mm) Ø12 1⁄2” (316mm) 5 1⁄4” (134mm) Ø6” (152mm) 203⁄8” (518mm) 8 1⁄8” (205mm) Ø7” (177mm) 20 3⁄8” (518mm) Base Cover Information 81⁄8” (205mm) Photo Cell (PC) - Consult factory. Twist lock photocell mounted to aluminum cap which attaches to pole top or can be remotely located. Can be oriented for optimum performance. Only for flat top poles. Refer to fixture spec sheet to determine if this option is applicable. 2.43 3.50 2 1⁄2” Ø3 1⁄2” 24” (610mm) Overall Height 3 1⁄2” (90mm) 201 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 80 Series Page 9 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Pole Data Chart Olivio Medio LED - Sistema 2 Arm Mount Pole Series Wall EPA Information Height Finish Rivnut Pairs Options 80mph 90mph 100mph 110mph O-A35-197 3.5” Round Straight Alum Pole 0.197 7.3 5.4 4 3.1 12 12 ft. WH White BK Black BZ Bronze SV Silver SP Specify Premium Color RN1 1 Pair RN2 2 Pair RN3 3 Pair RN4 4 Pair RN5 5 Pair RN6 6 Pair RN7 7 Pair RN8 8 Pair BC1 Decorative Cast Aluminum Base Cover (see base cover details for pole compatibility) BC3 Die-cast Two-piece Alum. Base cover (see base cover details for pole compatibility) BC5 Two-piece Cast Alum. Base cover (see base cover details for pole compatibility) BC9 Die-cast Base cover (see base cover details for pole compatibility) BC10 Die-cast Base cover (see base cover details for pole compatibility) REC GFCI Receptacle w/ weather-proof cover REC2 GFCI Receptacle w/ padlockable in-use cover PC Photocell (please consult factory; must be flat-top pole; also specify with luminaire) O-AT535-156 5" to 3.5" Round Tapered Alum Pole 0.156 14.4 10.9 8.6 6.9 O-A35-197 3.5” Round Straight Alum Pole 0.197 5.8 4.2 3.0 2.2 14 14 ft.O-AT535-156 5" to 3.5" Round Tapered Alum Pole 0.156 9.4 7.1 5.5 4.4 O-AT535-156 5" to 3.5" Round Tapered Alum Pole 0.156 7.7 5.6 4.2 3.3 16 16 ft.O-AT64-156 6"-4" Round Tapered Alum Pole 0.156 14.1 10.8 8.6 7.0 O-ST5936-11 5.9"-3.6" Tapered Steel Pole 11 ga 19.3 15.1 12.2 10.0 O-AT535-188 5" to 3.5" Round Tapered Alum Pole 0.188 7.8 5.6 4.2 3.2 18 18 ft.O-AT64-156 6"-4" Round Tapered Alum Pole 0.156 11.5 8.7 6.9 5.5 O-AT74-156 7"-4" Round Tapered Alum Pole 0.156 17.2 13.3 10.6 8.6 O-AT535-188 5" to 3.5" Round Tapered Alum Pole 0.188 6.4 4.5 3.2 2.4 20 20 ft.O-AT64-156 6"-4" Round Tapered Alum Pole 0.156 9.6 7.1 5.6 4.4 O-AT74-156 7"-4" Round Tapered Alum Pole 0.156 15.0 11.4 9.0 7.3 EPA values are calculated according to AASHTO 1994 with a 1.3 gust factor. Poles are calculated for an even distributed weight load of 200 lbs weight maximum. If the majority of the load is unevenly distributed, please consult factory for project specific EPA calculations (1) Pair of Rivnuts is required for every mounting arm in pole mount applications. Rivnut codes are denoted in pairs (1 pair Rivnuts = RN1, 2 pair Rivnuts = RN2, 3 pair Rivnuts = RN3, etc) and must be specified for all pole mount configurations. 202 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 80 Series Page 10 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Olivio Medio LED - Sistema 2 Arm Mount Use caution when setting anchor bolts. Bolts must be vertically straight and centered on dimension shown. Concrete footing and feed conduit to be designed and installed by others. Individual 1:1 scale drawings for installation available, please consult factory. All Hardware is Galvanized Anchor Bolt Detail H I H E F Concrete (by others) Handhole Side of Pole D C A B ALUMINUM POLE ONLY Handhole Side of Pole D C A B STEEL POLE ONLY Mounting Plate Detail Use caution when setting anchor bolts. Bolts must be vertically straight and centered on dimension shown. Concrete footing and feed conduit to be designed and installed by others. Individual 1:1 scale drawings for installation available, please consult factory. Anchor Bolt Details E Bolt Projection F For Leveling G Anchor Bolt H Heavy Hex Nut I Flat Washer O-A35-197 3.5" Round Straight Alum Pole 3 1/4” (82mm)1/2” (13mm)3/4”-10 UNC x 17”3/4”-10 UNC 3/4” ID O-AT535-156 5" to 3.5" Round Tapered Alum Pole 3 1/4” (82mm)1/2” (13mm)3/4”-10 UNC x 17”3/4”-10 UNC 3/4” ID O-AT535-188 5" to 3.5" Round Tapered Alum Pole 3 1/4” (82mm)1/2” (13mm)3/4”-10 UNC x 17”3/4”-10 UNC 3/4” ID O-ST5936-11 5.9"-3.6" Tapered Steel Pole 4 1/8” (105mm)1/2” (13mm)1”-8 UNC x 36”1”-8 UNC 1” ID O-AT64-156 6"-4" Round Tapered Alum Pole 3 1/2” (89mm)1/2” (13mm)3/4”-10 UNC x 17”3/4”-10 UNC 3/4” ID O-AT74-156 7"-4" Round Tapered Alum Pole 4 1/8” (105mm)1/2” (13mm)1”-8 UNC x 36”1”-8 UNC 1” ID All Hardware is Galvanized Anchor Bolt Detail G Mounting Plate Details A Base Plate SQ B Bolt Spacing SQ C Base Circle Ø D Conduit Opening Ø O-A35-197 3.5" Round Straight Alum Pole 8” (203mm)5 1/2” (139mm)7 3/4” (197mm)3” (76mm) O-AT535-156 5" to 3.5" Round Tapered Alum Pole 9 5/8” (244mm)6 1/8” (155mm)8 5/8” (219mm)4 5/8” (117mm) O-AT535-188 5" to 3.5" Round Tapered Alum Pole 9 5/8” (244mm)6 1/8” (155mm)8 5/8” (219mm)4 5/8” (117mm) O-AT64-156 6"-4" Round Tapered Alum Pole 10 5/16” (262mm)6 3/4” (172mm)9 1/2” (241mm)5 1/2” (140mm) O-AT74-156 7"-4" Round Tapered Alum Pole 11 1/4” (286mm)7 1/2” (190mm)10 9/16” (268mm)6” (152mm) O-ST5936-11 5.9"-3.6" Tapered Steel Pole 10” (254mm)6 3/8” (162mm)9” (229mm)5 5/8” (143mm) 203 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 80 Series Page 11 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Olivio Medio LED - Sistema 2 Arm Mount Photometry Catalog #: OLML-F40-L46-40-120 Delivered Lumens: 3308 Input Watts: 44W CRI: >83.5 Maximum candela of 5347.6 Maximum candela Angle 0H x 0H NEMA Classification: 5H x 5V Power Factor: 0.989 Total Harmonic Distortion: 9.23% Link to photometry (PDF) Link to photometry (IES) F40 / 44W LED / 4000K CCT 1337 2674 4011 5348 H V Maximum Candela = 5347.6 Located At Horizontal Angle = 0, Vertical Angle = 0 H - Horizontal Axial Candela V - Vertical Axial Candela 02 04 06 0 Horizontal Angles -60 -40 -20 0 20 40 60 Vertical Angles 534.76 2673.8 Maximum Candela = 5347.6 Located At Horizontal Angle = 0, Vertical Angle = 0 50% Maximum Candela = 2673.8 10% Maximum Candela = 534.76 Catalog #: OLML-F80-L46-40-120 Delivered Lumens: 3052 Input Watts: 44W CRI: >83.5 Maximum candela of 2080.7 Maximum candela Angle 0H x 0H NEMA Classification: 6H x 6V Power Factor: 0.989 Total Harmonic Distortion: 9.23% Link to photometry (PDF) Link to photometry (IES) F80 / 44W LED / 4000K CCT 520 1040 1561 2081 H V Maximum Candela = 2080.7 Located At Horizontal Angle = 0, Vertical Angle = 0 H - Horizontal Axial Candela V - Vertical Axial Candela 02 04 06 0 Horizontal Angles -60 -40 -20 0 20 40 60 Vertical Angles 208.07 1040.35 Maximum Candela = 2080.7 Located At Horizontal Angle = 0, Vertical Angle = 0 50% Maximum Candela = 1040.35 10% Maximum Candela = 208.07 Catalog #: OLML-S09-L46-40-120 Delivered Lumens: 3252 Input Watts: 44W CRI: >83.5 Maximum candela of 47253.4 Maximum candela Angle 0H x 0H NEMA Classification: 1H x 1V Power Factor: 0.989 Total Harmonic Distortion: 9.23% Link to photometry (PDF) Link to photometry (IES) S09 /44W LED / 4000K CCT 11813 23627 35440 47253 HV Maximum Candela = 47253.4 Located At Horizontal Angle = 0, Vertical Angle = 0 H - Horizontal Axial Candela V - Vertical Axial Candela 01 02 03 0 Horizontal Angles -30 -20 -10 0 10 20 30 Vertical Angles 4725.34 23626.7 Maximum Candela = 47253.4 Located At Horizontal Angle = 0, Vertical Angle = 0 50% Maximum Candela = 23626.7 10% Maximum Candela = 4725.34 204 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 80 Series Page 12 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Olivio Medio LED - Sistema 2 Arm Mount Photometry Conversion Chart Values based on 16’ (4.9 m) mounting height Mounting Height 10’ (3.0 m) 12’ (3.7 m) 14’ (4.3 m) 16’ (4.9 m) 18’ (5.5 m) Multiply 1.27 1.16 1.07 1.00 0.84 CCT Multiplier 4000K 1.000 3000K 0.986 CCT multipliers apply to the photometry, and IES files. 493 985 1478 1970 H V Maximum Candela = 1970.035 Located At Horizontal Angle = 0, Vertical Angle = 0 H - Horizontal Axial Candela V - Vertical Axial Candela 03 06 09 0 Horizontal Angles -90 -60 -30 0 30 60 90 Vertical Angles 197.0035 985.0175 Maximum Candela = 1970.035 Located At Horizontal Angle = 0, Vertical Angle = 0 50% Maximum Candela = 985.0175 10% Maximum Candela = 197.0035 ASM / 44W LED / 4000K CCT Catalog #: OLML-ASM-L46-40-120 Delivered Lumens: 2428 Input Watts: 44W CRI: >83.5 Maximum candela of 1970.035 Maximum candela Angle 0H x 0H NEMA Classification: 7H x 5V Power Factor: 0.989 Total Harmonic Distortion: 9.23% Link to photometry (PDF) Link to photometry (IES) 205 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 81 Page 1 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Approvals IP67 Luminaire Olivio Medio LED Sistema 2 Arm Mount LED WARRANTY 5YEAR PC Photocell (consult factory) Order Code:------ Pole Order Code:--- Series Height Finish Options OLML -#1 #2 ------OLML - #3 ------OLML - #4 ------OLML - Series Optics Mounting OptionsFixture #Light Engine - Rivnut Pairs RN -------- Fixture # CCT Finish Voltage * Refer to chart on page 5 for Rivnut locations *Rivnut Locations Project: Type:Qty: Date:Customer: Date: Product Modifications Please list modification requirements for review by factory: Series OLML Olivio Medio LED Light Engine L46 46W nominal L23 23W nominal CCT 30 3000K 40 4000K Optics S09 Spot, 9o F40 Flood medium, 41° F80 Flood wide, 78° Mounting SBx Specify Arm Locations (x = number of arms) Voltage 120 208 240 277 Options DS1 Dark Sky 0o Tilt Option OLML Finish WH White BK Black BZ Bronze SP Specify Premium Color SV Silver DM2 Dimming, 0-10V ASM Asymmetric (no SLH or SLV option) 20kA 20kA Surge Supression 1 IDA certified “Dark Sky Friendly”SLH Spread Lens Horizontal (fixed) SLV Spread Lens Vertical (fixed) 2 Only available with L46 HX Micro honey comb louver (consult factory) CF Color Filter (consult factory) BL Semi-Matte Black 206 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 81 Page 2 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Specifications Olivio Medio LED - Sistema 2 Arm Mount 1. Luminaire Housing - Two piece high pressure die cast housing, made of low copper aluminum alloy. Single recessed captive screw allows easy access to light engine & gear tray components. 2. Gasketing - (not shown) UV and ozone-re- sistant, silicone gasket between fixture housing and lens base provide IP67 level ingress protec- tion. IP rated micro-membrane ensures pressure compensation. 3. Lens - (not shown) Tempered clear glass lens. 4. LED Light Engine - (not shown) made from high flux COB and vacuum metalized aluminum reflectors. Selux is using brand name LED manu- facturers. Available in 3000K and 4000K, CRI minimum 80. Reflectors made from high purity aluminum to ensure high efficiencies throughout lifetime. Complete light engine can be removed easily for future upgrade. LED light engine pro- vides a reported lumen maintenance of 84.3% at 60,000 hours. L70 calculated greater than 60,000 hours. 5. LED Driver - Selux uses brand name high efficiency LED drivers. LEDs are driven by RoHS compliant high-efficiency driver. Excellent for cold temperature starting and instant on. Min. operating temperature -40°C/ -40°F. 6. Surge Protector - (not shown) Designed to protect luminaire from electrical surge up to 10kA. Surge protection up to 20kA optional. 7. Arm – Cast aluminum mounting arms for flex- ible pole mounting. Fixture head joint provides tilt-swivel range from 0° to 175°, and 360° rota- tion. Locks down with set screws. 8. Rivnuts – (not shown) (2) Two rivnuts re- quired per Fixture Arm and installed by manu- facturer. 8. Power Cord - (not shown) Pre-installed at factory and fed hidden through the luminaire hinge and hinge arm. Power cords are specified to fit the length of the pole specified with the luminaire. Exterior Luminaire Finish - Selux utilizes a high quality Polyester Powder Coating. All Selux luminaires and poles are finished in our Tiger Drylac certified facility and undergo a five stage intensive pretreatment process where product is thoroughly cleaned, phosphated and sealed. Selux powder coated products provide excellent salt and humidity resistance as well as ultraviolet resistance for color retention. All products are tested in ac- cordance with test specifications for coatings from ASTM and PCI.Standard exterior colors are White (WH), Black (BK), Semi-Matte Black (BL), Bronze (BZ), and Silver (SV). Selux premium col- ors (SP) are available, please specify from your Selux color selection guide. 5 Year Limited LED Luminaire Warranty - Selux offers a 5 Year Limited Warranty to the original purchaser that the OLIVIO LED luminaire shall be free from defects in material and work- manship for up to five (5) years from date of shipment. This limited warranty covers the LED driver and LED Light engine when installed and operated according to Selux instructions. For de- tails, see “Selux Terms and Condition of Sale.” Listings and Ratings: Luminaire and LED tested to IP67 and IESNA LM-79-08 standards. LED tested to LM-80 standards. Luminaire and LED tested at 25°C ambient temperature. OLIVIO LED suitable for ambient tempera- tures of 40°C (104°F). Minimum operating temperature of luminaire at -40°C (-40°F). NRTL Listed for wet location (i.e. UL, CSA) Visit selux.us for our LED End of Life recycling policy. Olivio Medio LED S09 F40 F80 ASM 3000K CRI>80 3208 lm CBCP 46602.8 cd 3263 lm CBCP 5273.9 cd 3010 lm CBCP 2052 cd 2068 lm CBCP 1678 cd 4000K CRI>80 3252 lm CBCP 47253cd 3308 lm CBCP 5347.6cd 3052 lm CBCP 2080.7cd 2820 lm CBCP 1970cd Lumen Output for OLML OLML-SB1 8 11/16” (220mm) 15 15/16” (405mm) 4 1/2” (115mm) 10 1/4” (260mm) 2 1/4” (57mm) 207 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 81 Page 3 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Olivio Medio LED - Sistema 2 Arm Mount Mounting Mounting Details Mounting Details EPA = 0.5 ft2 (0.046 m2) Weight = 15 lbs. (7 kg) Rivnuts = 1 pair (RN1) EPA = 0.9 ft2 (0.083 m2) Weight = 31 lbs. (14 kg) Rivnuts = 2 pair (RN2) EPA = 0.9 ft2 (0.083 m2) Weight = 31 lbs. (14 kg) Rivnuts = 2 pair (RN2) 24” (610mm) Pole Height (12’ shown) Single (Arm Location: 0D) Double at 180° (Arm Locations: 0G-0S) Double at 90° (Arm Locations: 0D-0V) 208 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 81 Page 4 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Olivio Medio LED - Sistema 2 Arm Mount Mounting Mounting Details Mounting Details Quadruple Pole Arms stepped at 90º (Arm Location: 0G-1M-2S-3A) Sextuple Pole Arms stepped at 60º (Arm Locations: 0E-1I-2M-3Q-4U-5A) EPA = 1.9 ft2 (0.177 m2) Weight = 62 lbs. (28 kg) Rivnuts = 4 pair (RN4) EPA = 2.8 ft2 (0.260 m2) Weight = 92 lbs. (42 kg) Rivnuts = 6 pair (RN6) 24” (610mm) 24” (610mm) Pole Height (22’ shown) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 209 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 81 Page 5 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us8Specify Mounting Configurations Use checkboxes provided in chart below. Columns #0 through #9 indicate heights starting with 2 feet (610mm) below top of pole and proceeding downwards in increments of 18 inches (457mm). Rows A through X indicate angular placement around pole starting with 0° at handhole and proceeding clockwise. (NOTE: If using Adobe Acrobat to enter data (checks) in chart on right, the following instructions will be carried out aut automatically) When specifying non-standard con- figurations, enter “SB+(total number of arms specified)” on configura- tion matrix on page 1 in the fixture Mounting field. Example: SB 4 (specifying 4 mounting arms) Build up the Mounting Arm Location Codes from chart on right (“Height Code” +”Angular Location Code”) i.e. “4G” = 8 feet from top of pole, 90° clockwise from handhole. Enter Mounting Arm Location Codes on page 1 in the blanks provided that follow the Pole Option blanks. Example: 3G-3P-4A-5S (1) Pair of Rivnuts required per arm. 0 1 2 3 4 5 6 7 8 9 2’3.5’5’6.5’8’9.5’11’12.5’14’15.5’ A 0º B 15º C 30º D 45º E 60º F 75º G 90º H 105º I 120º J 135º K 150º L 165º M 180º N 195º O 210º P 225º Q 240º R 255º S 270º T 285º U 300º V 315º W 330º X 345º A N G U L A R L O C A T I O N C O D E C L O C K W I S E F R O M H A N D H O L E DI S T A N C E F R O M T O P O F P O L E H E I G H T C O D E NOTE: Arms mounted at same height level must be spaced apart at 90º minimum. Arms mounted at adjacent height levels (18º apart) must be space apart at 45º minimum. 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 18” (457mm) 24” (610mm) Olivio Medio LED - Sistema 2 Arm Mount 18” (457mm) (Luminaire shown for illustrative purposes only - not to scale) 210 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 81 Page 6 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Olivio Medio LED - Sistema 2 Arm Mount Wiring Standard Single Wiring 0-10V Dimming Option (DM) Wiring L46, 120-277V. L1 N BLACK WHITE GREEN FROM LINE CORD SURGE PROTECTOR LIGHTENGINE L1 N BLACK WHITE GREEN Dim(+)RED ORANGEDim(-) FROM LINE CORD SURGE PROTECTOR LIGHT ENGINE 100% LIGHT OUTPUT AT 10V, DOWN TO 10% LIGHT OUTPUT AT 0V. 0-10V DIMMING WIRING FOR 120-270V 211 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 81 Page 7 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Options Dark Sky 0° Tilt Option (DS) -Luminaire head tilt angle preset and fixed at factory to comply with IDA Dark Sky and BUG U0 ratings. Vertical spread lens (SLV) - Spread lens for vertical light distribu- tion. Replaces clear lens and intended to be used with reflectors for S09, F40 or F80 distribution. Preset and fixed at factory. Horizontal spread lens (SLH) - Spread lens for horizontal light distribution. Replaces clear lens and intended to be used with reflectors for S09, F40 or F80 distribution. Preset and fixed at factory. 20kA Surge Protection (20kA) - Designed to protect luminaire from electrical surge up to 20kA. LIGHT PATH LIGHT PATH Olivio Medio LED - Sistema 2 Arm Mount GFCI Receptacle (REC) - 120V 15A GFCI duplex receptacle with weather-proof, self-closing cover; located 36” (915mm) from base of pole, inline with handhole. Receptacle is intended only for portable tools or other portable equipment to be connected to outlet only when attended by operating personnel. For use with 120V applications only. For use with luminaires with other thn 120V rating, please consult factory for wire segregation. GFCI Receptacle (REC2) - 120V 15A GFCI duplex receptacle with weather- proof, self-closing, padlockable cover; located 36” (915mm) from base of pole, inline with handhole. Receptacle is intended only for portable tools or other portable equipment to be connected to outlet only when attended by operat- ing personnel. For use with 120V applications only. For use with luminaires with other than 120V rating, please consult factory for wire segregation. (REC) GFCI RECEPTACLE DETAIL (120V) (REC2) PADLOCKABLE IN-USE GFCI RECEPTACLE DETAIL (120V) (REC) GFCI RECEPTACLE DETAIL (120V) (REC2) PADLOCKABLE IN-USE GFCI RECEPTACLE DETAIL (120V) 2 3⁄4” (70mm) 4 1⁄2” (114mm) 5⁄8” (15mm)3 9⁄16” (91mm) 6 11⁄16” (170mm) 2 1⁄4” (58mm) Pole (Generic View)Pole (Generic View) 212 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 81 Page 8 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Pole Information Olivio Medio LED - Sistema 2 Arm Mount Standard Base Cover (BC5) Supplied with O-A35-197 Two-piece cast aluminum BC9 Available for: O-AT64-156 O-ST5936-11 BC10 - Available for: O-AT74-156 Ø3 1⁄2” (90mm) Ø12 1⁄2” (316mm) 5 1⁄4” (134mm) Ø6” (152mm) 203⁄8” (518mm) 8 1⁄8” (205mm) Ø7” (177mm) 20 3⁄8” (518mm) Base Cover Information 81⁄8” (205mm) Photo Cell (PC) - Consult factory. Twist lock photocell mounted to aluminum cap which attaches to pole top or can be remotely located. Can be oriented for optimum performance. Only for flat top poles. Refer to fixture spec sheet to determine if this option is applicable. 2.43 3.50 2 1⁄2” Ø3 1⁄2” 24” (610mm) Overall Height 3 1⁄2” (90mm) 213 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 81 Page 9 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Pole Data Chart Olivio Medio LED - Sistema 2 Arm Mount Pole Series Wall EPA Information Height Finish Rivnut Pairs Options 80mph 90mph 100mph 110mph O-A35-197 3.5” Round Straight Alum Pole 0.197 7.3 5.4 4 3.1 12 12 ft. WH White BK Black BZ Bronze SV Silver SP Specify Premium Color RN1 1 Pair RN2 2 Pair RN3 3 Pair RN4 4 Pair RN5 5 Pair RN6 6 Pair RN7 7 Pair RN8 8 Pair BC1 Decorative Cast Aluminum Base Cover (see base cover details for pole compatibility) BC3 Die-cast Two-piece Alum. Base cover (see base cover details for pole compatibility) BC5 Two-piece Cast Alum. Base cover (see base cover details for pole compatibility) BC9 Die-cast Base cover (see base cover details for pole compatibility) BC10 Die-cast Base cover (see base cover details for pole compatibility) REC GFCI Receptacle w/ weather-proof cover REC2 GFCI Receptacle w/ padlockable in-use cover PC Photocell (please consult factory; must be flat-top pole; also specify with luminaire) O-AT535-156 5" to 3.5" Round Tapered Alum Pole 0.156 14.4 10.9 8.6 6.9 O-A35-197 3.5” Round Straight Alum Pole 0.197 5.8 4.2 3.0 2.2 14 14 ft.O-AT535-156 5" to 3.5" Round Tapered Alum Pole 0.156 9.4 7.1 5.5 4.4 O-AT535-156 5" to 3.5" Round Tapered Alum Pole 0.156 7.7 5.6 4.2 3.3 16 16 ft.O-AT64-156 6"-4" Round Tapered Alum Pole 0.156 14.1 10.8 8.6 7.0 O-ST5936-11 5.9"-3.6" Tapered Steel Pole 11 ga 19.3 15.1 12.2 10.0 O-AT535-188 5" to 3.5" Round Tapered Alum Pole 0.188 7.8 5.6 4.2 3.2 18 18 ft.O-AT64-156 6"-4" Round Tapered Alum Pole 0.156 11.5 8.7 6.9 5.5 O-AT74-156 7"-4" Round Tapered Alum Pole 0.156 17.2 13.3 10.6 8.6 O-AT535-188 5" to 3.5" Round Tapered Alum Pole 0.188 6.4 4.5 3.2 2.4 20 20 ft.O-AT64-156 6"-4" Round Tapered Alum Pole 0.156 9.6 7.1 5.6 4.4 O-AT74-156 7"-4" Round Tapered Alum Pole 0.156 15.0 11.4 9.0 7.3 EPA values are calculated according to AASHTO 1994 with a 1.3 gust factor. Poles are calculated for an even distributed weight load of 200 lbs weight maximum. If the majority of the load is unevenly distributed, please consult factory for project specific EPA calculations (1) Pair of Rivnuts is required for every mounting arm in pole mount applications. Rivnut codes are denoted in pairs (1 pair Rivnuts = RN1, 2 pair Rivnuts = RN2, 3 pair Rivnuts = RN3, etc) and must be specified for all pole mount configurations. 214 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 81 Page 10 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Olivio Medio LED - Sistema 2 Arm Mount Use caution when setting anchor bolts. Bolts must be vertically straight and centered on dimension shown. Concrete footing and feed conduit to be designed and installed by others. Individual 1:1 scale drawings for installation available, please consult factory. All Hardware is Galvanized Anchor Bolt Detail H I H E F Concrete (by others) Handhole Side of Pole D C A B ALUMINUM POLE ONLY Handhole Side of Pole D C A B STEEL POLE ONLY Mounting Plate Detail Use caution when setting anchor bolts. Bolts must be vertically straight and centered on dimension shown. Concrete footing and feed conduit to be designed and installed by others. Individual 1:1 scale drawings for installation available, please consult factory. Anchor Bolt Details E Bolt Projection F For Leveling G Anchor Bolt H Heavy Hex Nut I Flat Washer O-A35-197 3.5" Round Straight Alum Pole 3 1/4” (82mm)1/2” (13mm)3/4”-10 UNC x 17”3/4”-10 UNC 3/4” ID O-AT535-156 5" to 3.5" Round Tapered Alum Pole 3 1/4” (82mm)1/2” (13mm)3/4”-10 UNC x 17”3/4”-10 UNC 3/4” ID O-AT535-188 5" to 3.5" Round Tapered Alum Pole 3 1/4” (82mm)1/2” (13mm)3/4”-10 UNC x 17”3/4”-10 UNC 3/4” ID O-ST5936-11 5.9"-3.6" Tapered Steel Pole 4 1/8” (105mm)1/2” (13mm)1”-8 UNC x 36”1”-8 UNC 1” ID O-AT64-156 6"-4" Round Tapered Alum Pole 3 1/2” (89mm)1/2” (13mm)3/4”-10 UNC x 17”3/4”-10 UNC 3/4” ID O-AT74-156 7"-4" Round Tapered Alum Pole 4 1/8” (105mm)1/2” (13mm)1”-8 UNC x 36”1”-8 UNC 1” ID All Hardware is Galvanized Anchor Bolt Detail G Mounting Plate Details A Base Plate SQ B Bolt Spacing SQ C Base Circle Ø D Conduit Opening Ø O-A35-197 3.5" Round Straight Alum Pole 8” (203mm)5 1/2” (139mm)7 3/4” (197mm)3” (76mm) O-AT535-156 5" to 3.5" Round Tapered Alum Pole 9 5/8” (244mm)6 1/8” (155mm)8 5/8” (219mm)4 5/8” (117mm) O-AT535-188 5" to 3.5" Round Tapered Alum Pole 9 5/8” (244mm)6 1/8” (155mm)8 5/8” (219mm)4 5/8” (117mm) O-AT64-156 6"-4" Round Tapered Alum Pole 10 5/16” (262mm)6 3/4” (172mm)9 1/2” (241mm)5 1/2” (140mm) O-AT74-156 7"-4" Round Tapered Alum Pole 11 1/4” (286mm)7 1/2” (190mm)10 9/16” (268mm)6” (152mm) O-ST5936-11 5.9"-3.6" Tapered Steel Pole 10” (254mm)6 3/8” (162mm)9” (229mm)5 5/8” (143mm) 215 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 81 Page 11 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Olivio Medio LED - Sistema 2 Arm Mount Photometry Catalog #: OLML-F40-L46-40-120 Delivered Lumens: 3308 Input Watts: 44W CRI: >83.5 Maximum candela of 5347.6 Maximum candela Angle 0H x 0H NEMA Classification: 5H x 5V Power Factor: 0.989 Total Harmonic Distortion: 9.23% Link to photometry (PDF) Link to photometry (IES) F40 / 44W LED / 4000K CCT 1337 2674 4011 5348 H V Maximum Candela = 5347.6 Located At Horizontal Angle = 0, Vertical Angle = 0 H - Horizontal Axial Candela V - Vertical Axial Candela 02 04 06 0 Horizontal Angles -60 -40 -20 0 20 40 60 Vertical Angles 534.76 2673.8 Maximum Candela = 5347.6 Located At Horizontal Angle = 0, Vertical Angle = 0 50% Maximum Candela = 2673.8 10% Maximum Candela = 534.76 Catalog #: OLML-F80-L46-40-120 Delivered Lumens: 3052 Input Watts: 44W CRI: >83.5 Maximum candela of 2080.7 Maximum candela Angle 0H x 0H NEMA Classification: 6H x 6V Power Factor: 0.989 Total Harmonic Distortion: 9.23% Link to photometry (PDF) Link to photometry (IES) F80 / 44W LED / 4000K CCT 520 1040 1561 2081 H V Maximum Candela = 2080.7 Located At Horizontal Angle = 0, Vertical Angle = 0 H - Horizontal Axial Candela V - Vertical Axial Candela 02 04 06 0 Horizontal Angles -60 -40 -20 0 20 40 60 Vertical Angles 208.07 1040.35 Maximum Candela = 2080.7 Located At Horizontal Angle = 0, Vertical Angle = 0 50% Maximum Candela = 1040.35 10% Maximum Candela = 208.07 Catalog #: OLML-S09-L46-40-120 Delivered Lumens: 3252 Input Watts: 44W CRI: >83.5 Maximum candela of 47253.4 Maximum candela Angle 0H x 0H NEMA Classification: 1H x 1V Power Factor: 0.989 Total Harmonic Distortion: 9.23% Link to photometry (PDF) Link to photometry (IES) S09 /44W LED / 4000K CCT 11813 23627 35440 47253 HV Maximum Candela = 47253.4 Located At Horizontal Angle = 0, Vertical Angle = 0 H - Horizontal Axial Candela V - Vertical Axial Candela 01 02 03 0 Horizontal Angles -30 -20 -10 0 10 20 30 Vertical Angles 4725.34 23626.7 Maximum Candela = 47253.4 Located At Horizontal Angle = 0, Vertical Angle = 0 50% Maximum Candela = 23626.7 10% Maximum Candela = 4725.34 216 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 81 Page 12 of 12 (Rev. 02/2019) OLML-SB_ss_v2 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2018, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Olivio Medio LED - Sistema 2 Arm Mount Photometry Conversion Chart Values based on 16’ (4.9 m) mounting height Mounting Height 10’ (3.0 m) 12’ (3.7 m) 14’ (4.3 m) 16’ (4.9 m) 18’ (5.5 m) Multiply 1.27 1.16 1.07 1.00 0.84 CCT Multiplier 4000K 1.000 3000K 0.986 CCT multipliers apply to the photometry, and IES files. 493 985 1478 1970 H V Maximum Candela = 1970.035 Located At Horizontal Angle = 0, Vertical Angle = 0 H - Horizontal Axial Candela V - Vertical Axial Candela 03 06 09 0 Horizontal Angles -90 -60 -30 0 30 60 90 Vertical Angles 197.0035 985.0175 Maximum Candela = 1970.035 Located At Horizontal Angle = 0, Vertical Angle = 0 50% Maximum Candela = 985.0175 10% Maximum Candela = 197.0035 ASM / 44W LED / 4000K CCT Catalog #: OLML-ASM-L46-40-120 Delivered Lumens: 2428 Input Watts: 44W CRI: >83.5 Maximum candela of 1970.035 Maximum candela Angle 0H x 0H NEMA Classification: 7H x 5V Power Factor: 0.989 Total Harmonic Distortion: 9.23% Link to photometry (PDF) Link to photometry (IES) 217 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 82 Luminaire characteristics: Power input: 2.6 or 3.5W/ft (Remote fixture only) Lumens: 90 or 190lm/ft (for 2900K, 80CRI) Luminaire efficacy: 30 to 55lm/W Source: White LED (LM-80 tested) 2500K / 2600K : 80CRI 2800K / 2900K : 80CRI 3600K / 3800K : 80CRI 4400K / 4500K / 4600K : 80CRI Lumen maintenance: See page 4 for details. Optics: Underscore InOut can be used to create straight or curved lines on flat surfaces. Darkspot free lighting is guaranteed along the entire strip profile up to the end parts. Material: Coextruded high performance polymer extrusion IP68 factory sealed assembly. Designed for extreme temperatures: -22°F to +113°F (-30°C to +45°C). The high performance polymer has been tested at 1760°F (960°C) with Glow wire without igniting of smoke. Integral stainless steel splint system reducing mechanical stress and increase reliability. Mounting: Universal surface mounted, using mounting accessories (included). Supplied with 3" (80mm) long cable with patented IP68 connection system. See mounting options on page 2 - 3. Electrical: 24V remote electronic driver to be ordered separately (see options on page 7) Dimming: See dimming options on page 7. Finish: White polymer extrusion with milky finish. Extruded anodized aluminum or stainless steel mounting clips. Weight: 0.2lb/ft (0.1kg/ft) Warranty: 5 year limited warranty. Ratings: IP68, IK10 Certification: Wet location Underscore InOut is a flexible continuous linear system for exterior applications, engineered for extreme conditions. This flexible system allows freedom of design on surface of any shape and size. Underscore InOut is the right solution where direct diffuse distribution is desired. Project : Type:SPECIFICATION SHEET Page: 1 of 7 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.iguzzini.com/us UNDERSCORE IN/OUT JP - R22 Last update: January 15, 2019 218 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 82 LOW CLEARANCE MOUNTING - 1" HEIGHT WITH EXPOSED CONNECTORS HIGH PROFILE MOUNTING - 1¼" HEIGHT WITH HIDDEN CONNECTORS MODELS AND MOUNTING Project : Type:SPECIFICATION SHEET Page: 2 of 7 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.iguzzini.com/us UNDERSCORE IN/OUT JP - R22 Last update: January 15, 2019 3/4" (19mm) 1¼" (32mm) Minimum curvature radius: 10" (250mm) Minimum curvature radius: 10" (250mm) 5/8" 5/8" 16mm TOP BEND STRAIGHT INSTALLATIONCURVED INSTALLATION STRAIGHT INSTALLATIONCURVED INSTALLATION AL - Anodized Aluminum clips CL - Stainless steel clips LP - Anodized Aluminum profile AH - Anodized Aluminum clips CH - Stainless steel clips HP - Anodized Aluminum profile 16mm CLIP OPTIONS PROFILE OPTIONCLIP OPTIONS PROFILE OPTION $OOPRXQWLQJFOLSVOHQJWK ⅝ PP All profile length Follows model length. See page 5 for all available lengths. 1" (27mm) 1¼" (31mm) 219 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 82 Project : Type:SPECIFICATION SHEET Page: 3 of 7 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.iguzzini.com/us UNDERSCORE IN/OUT JP - R22 Last update: January 15, 2019 LOW CLEARANCE MOUNTING - 1" HEIGHT WITH EXPOSED CONNECTORS HIGH PROFILE MOUNTING - 1½" HEIGHT WITH HIDDEN CONNECTORS MODELS AND MOUNTING 1" (27mm) 1Ǫ" (37mm) 1¼" (32mm) 16mm 1" (25mm) 10mm6mm SIDE BEND Minimum curvature radius: 6 mm : 2-½" (65mm) 10 - 16mm ⅞ PP Minimum curvature radius: 16 mm ⅞ PP STRAIGHT INSTALLATIONCURVED INSTALLATION STRAIGHT INSTALLATIONCURVED INSTALLATION AL - Anodized Aluminum clips CL - Stainless steel clips LP - Anodized Aluminum profile AH - Anodized Aluminum clips CH - Stainless steel clips HP - Anodized Aluminum profile 3/4" (19mm) 3/4" (19mm) 16mm CLIP OPTIONS PROFILE OPTIONCLIP OPTIONS PROFILE OPTION 7/8" (22mm) $OOPRXQWLQJFOLSVOHQJWK ⅝ PP All profile length follows module length. See page 5 for all available lengths. 1/4"3/8"5/8" 5/8" 220 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 82 LUMEN MAINTENANCE Version TOP BEND L70 B20 (ta25°)L70 B20 (ta40°)L80 B20 (ta25°)L80 B20 (ta40°) >100 000H >100 000H >50 000H >50 000H TOP BEND - HO >100 000H >65 000H >50 000H >50 000H SIDE BEND 49 000H 32 500H 32 000H 25 000H CCT (K) CRI LOAD (W/ft)(lm/ft) LUMENS (lm/W) EFFICACY (cd) MAX CANDELA 2.6W/ft 3800K 4600K 80 85 75 33 30 15 2900K MODEL IU06-S-838 IU06-S-846 IU06-S-829853215 10 2500K IU06-S-825853215 6mm SIDE BEND 2.6W/ft3800K 4600K 80 100 90 38 35 20 2900K IU10-S-838 IU10-S-846 IU10-S-829903520 20 10mm 16mm 16mm TOP BEND PHOTOMETRIC DATA Visit iguzzini.com/us for complete photometric data. Project : Type:SPECIFICATION SHEET Page: 4 of 7 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.iguzzini.com/us UNDERSCORE IN/OUT JP - R22 Last update: January 15, 2019 2500K IU10-S-825903520 2.6W/ft3800K 4600K 80 90 85 36 32 20 2900K IU16-S-838 IU16-S-846 IU16-S-829853320 20 2500K IU16-S-825853320 2.6W/ft3800K 4500K 80 90 100 35 38 20 2900K IU16-T-838 IU16-T-845 IU16-T-829803220 25 2500K IU16-T-825803220 3.5W/ft3600K 4400K 80 195 200 55 57 55 2800K IU16-T-HO-836 IU16-T-HO-844 IU16-T-HO-8281955555 55 2600K IU16-T-HO-8261905455 221 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 82 0.8'L: 10" (254mm) 1.0'L: 1' (304mm) 1.2'/ ⅞ PP 1.3'/ ⅞ PP 1.5'/ ⅞ PP 2.3'L: 2'-3¾" (704mm) 1.7'/ ⅞ PP 1.8'L: 1'-9¾" (554mm) 2.0'L: 1'-11¾" (604mm) 2.1'L: 2'-1¾" (654mm) 2.8'/ ⅝ PP 2.5'/ ⅝ PP 3.0'/ ⅝ PP 3.1'L: 3'-1½" (954mm) 3.3'L: 3'-3½" (1004mm) 6.6' 2.6'/ ⅝ PP / ⅞ PP 9.9' 13.1' 16.4' 23.0' L: 9'-10¼" (3004mm) / ⅝ PP L: 16'-5" (5004mm) L: 22'-11¾" (7004mm) L Standard modules can be combined in continuous rows, to create other length options. Thanks to the side positioning of the connectors, it avoids dark areas. To get the desired length, simply choose standard modules to combine (example : A+B). For in-line modules (B), no feed is required. Each module is supplied with 3" (80mm) long cable with connector, to interconnect the modules, up to 23' (7004mm) long. Project : Type:SPECIFICATION SHEET Page: 5 of 7 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.iguzzini.com/us UNDERSCORE IN/OUT JP - R22 Last update: January 15, 2019 AVAILABLE LENGTHS COMBINED MODULES TOP VIEW Feed A B 1.2' 3.5' 2.3' 222 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 82 Project : Type:SPECIFICATION SHEET Page: 6 of 7 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.iguzzini.com/us UNDERSCORE IN/OUT JP - R22 Last update: January 15, 2019 FEED OPTIONS (INCLUDED) Choosing between right or left feed matters when combining multiple modules, to avoid undesire shadow from the connectors. * Only available for IU16 model. IU10 - 10mmIU06 - 6mmMODEL IU16 - 16mm SIDE BEND 825 - 2500K 838 - 3800K 829 - 2900K 846 - 4600K 825 - 2500K 838 - 3800K 829 - 2900K 846 - 4600K 825 - 2500K 838 - 3800K 829 - 2900K 846 - 4600K 825 - 2500K 838 - 3800K 829 - 2900K 845 - 4500K 826 - 2600K 836 - 3600K 828 - 2800K 844 - 4400K TOP BEND TOP BEND HO MOUNTING AL - Aluminum low support clips AH* - Aluminum high support clips CL - Stainless steel low support clips CH* - Stainless steel high support clips LP - Aluminum low profile HP* - Aluminum high profile FEED A - Left feed (115mm) D - Right feed (115mm) B - Left feed (1500mm) E - Right feed (1500mm)N - No feed (for in-line modules) C - Left feed (3000mm) FINISH 01 - White LENGTH Refer to configurations table on page 5. FIXTURE - - - - 01 LEFT FEED RIGHT FEED NO FEED A - Cable with female connector Length= 4½" (115mm) D - Cable with male connector Length= 4½" (115mm) B - Cable with female connector Length= 59" (1500mm) C - Cable with female connector Length= 118" (3000mm) E - Cable with male connector Length= 59" (1500mm) N - No feed (for in-line modules) Female connector TOP VIEW Male connector Driver on the RightDriver on the Left ORDERING INFO RESET 223 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 82 CH 1 (100W max) CodeWattsVoltageDimming protocol Box dimensions Max distance 18AWG 4443-0024-096-UNV-D296120-277V Lutron Hi Lume® 1% 28ft (8.5m)40 40 120-277V Lutron Hi Lume® 1% 28ft (8.5m)5" x 4" x 3" (127 x 102 x 76mm) 5" x 4" x 3" (127 x 102 x 76mm) 5" x 4" x 3" (127 x 102 x 76mm) 4443-0024-040-UNV-D2 4443-0024-040-120-D3120V DRY LOCATION WET LOCATION Lutron Leading edge 30ft (9m) Total in line max 60 or 80W 23' (7004mm) SUGGESTED WIRING DIAGRAM Remote Power Supply POWER SUPPLY CODE : 4546-0024-200-2C-UNV-ND Max 28' (8500mm) distance 18AWG cable CH 2 (100W max) Remote Power Supply Total in line max 60 or 80W 23' (7004mm) Max 30' (9000mm) distance 18AWG cable (96W max) 120 or 277V POWER SUPPLY CODE : 4443-0024-096-UNV-D2 Wmax for in line : 60 or 80W - 23' (7004mm) Wmax for driver box : 96W *For longer remote distance, contact factory Wmax for in line : 60 or 80W - 23' (7004mm) Wmax for driver box : 200W 120 or 277V Project : Type:SPECIFICATION SHEET Page: 7 of 7 Due to continuous improvements, the information herein may be changed without notice 9320 Boul. St-Laurent, suite 100, Montréal (Québec) Canada H2N 1N7, P.: 514.523.1339 F.: 514.525.6107 www.iguzzini.com/us UNDERSCORE IN/OUT JP - R22 Last update: January 15, 2019 4543 - Wet location connection box For cable Ø 3/16'' to 7/16'' (4mm to 11mm) ACCESSORIES (TO BE ORDERED SEPARATELY) REMOTE POWER SUPPLY OPTIONS Requirement for one (1) fixture: 2.6 or 3.5W/ft, 24V (Remote fixture only) 28ft (8.5m)12" x 5" x 2" (305 x 127 x 51mm)4546-0024-200-2C-UNV-ND200120-277V NON DIMMING 4549-0024-075-UNV-D1075120-277V 0-10V 30ft (9m)14" x 5" x 3" (356 x 127 x 76mm) RESET 224 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 82 MOUNTING DETAIL TO BE DETERMINED 225 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 83 OVERVIEW • SPECIFICATIONS • ORDERING INTERIOR + EXTERIOR | F170 SINGLE DATE PROJECT FIRM TYPE RISE™ 1 /4ECOSENSELIGHTING.COM 20190305 P • 310.496.6255 F • 310.496.6256 T • 855.632.6736 855.6.ECOSEN ECOSENSE LIGHTING INC. 837 NORTH SPRING STREET SUITE 103 LOS ANGELES, CA 90012 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. VISIT ECOSENSELIGHTING.COM FOR THE MOST CURRENT SPECIFICATIONS. FOR A LIST OF PATENTS VISIT ECOSENSELIGHTING.COM/IP-PORTFOLIO/ ©2019 ECOSENSE LIGHTING INC. ALL RIGHTS RESERVED. ECOSENSE, THE ECOSENSE LOGO, TRoV, TROV AND ECOSPEC ARE REGISTERED TRADEMARKS OF ECOSENSE LIGHTING INC. RISE™, SLIM COVE™, FREEDOM TO CREATE™, MACRO™, FLIP-TO-FLAT™ ARE TRADEMARKS OF ECOSENSE LIGHTING INC. RISE IS A SYSTEM OF BEAUTIFULLY DESIGNED OUTDOOR RATED LUMINAIRES THAT PROVIDE EFFICIENT AND POWERFUL LIGHT USING THE LATEST IN LED TECHNOLOGY. RISE F170 SINGLE IS A POWERFUL AND COMPACT LED LIGHT FIXTURE, DELIVERING UP TO 2900 LUMENS, THAT CAN BE USED IN SPOT, ACCENT, LANDSCAPE AND FLOODLIGHT APPLICATIONS. ITS UNIQUE MACRO™ LOCK FEATURE ALLOWS FOR FULL 180 DEGREE TILT AND 360 DEGREE PAN AIMABILITY USING ONLY ONE TOOL. FEATURES : • ONLY 5° LASER SPOT • STRONGEST CBCP IN MARKET • POWERFUL OUTPUT 1200-2900LMS • MACRO™ LOCK - 180° TILT AND 360° PAN • 11 UNIQUE BEAM ANGLES • MULTIVOLT (110-277V) • 8 CCTS: 2200K THROUGH 6500K • 80+ AND 90+ CRI • DIMMABLE TO 5% • IP66 RATED EXAMPLE: F170-1S-LO-22-8-05-S-X-A PERFORMANCE COLOR RENDERING INDEX 80+, 90+ COLOR CONSISTENCY 3-STEP MACADAM ELLIPSE 13 Low Output 1,258 5°97 72,487 25 Medium Output 2,131 5°85 122,841 38 High Output 2,878 5°76 165,891 ALL LUMEN DATA IS FROM 4000K 80CRI FIXTURES. PLEASE SEE PHOTOMETRY SPEC SHEET FOR ADDITIONAL LUMEN DATA. * ENERGY STAR REPORTED TESTING HOURS TO DATE. CALCULATIONS FOR LED FIXTURES ARE BASED ON MEASUREMENTS THAT COMPLY WITH IES LM-80 TESTING PROCEDURES AND IES TM-21 CALCULATOR ** ESTIMATED HOURS WATTS POWER LUMEN OUTPUT OPTIC EFFICACY CBCP ACCESSORIESBEAM ANGLECRI CCT/ COLOR POWER/ LUMEN OUTPUT* FIXTURE CONFIG. FIXTURE MODEL FINISHES WIRING AND MOUNTING 05 - Laser Spot (5°) 10 - Very Narrow Spot (10°) 15 - Narrow Spot (15°) 20 - Spot (20°) 40 - Flood (40°) 60 - Wide Flood (60°) 80 - Very Wide Flood (80°) E1 - Elliptical 1 (15°x60°) E2 - Elliptical 2 (30°x60°) E3 - Elliptical 3 (60°x15°) E4 - Elliptical 4 (60°x30°) 22 - 2200K 25 - 2500K 27 - 2700K 30 - 3000K 35 - 3500K 40 - 4000K 50 - 5000K 65 - 6500K RD - Red GR - Green BL - Blue AM - Amber F170 1S - Single Head LUMEN DEPRECIATION WATTS L70 @ 25C L70 @ 50C L90 @ 25C L90 @ 50C NOTE: Information on this Spec Sheet is subject to change, please visit ecosenselighting.com/downloads/rise for the most updated information. 8 - 80 9 - 90* X - For RD, GR, BL, AM *90 CRI not available in 2200K, 2500K, 5000K, and 6500K LO - Low Output MO - Medium Output HO - High Output *See Photometry Chart for Lumen Data A - 19” Flying Leads - Internal Cable IC; Bottom Exit; 1/2” NPT ; UL/CE Rated B* - 10’ External Cable Side Exit; Surface Mount ; UL/CE Rated C* - 10’ External Cable Bottom Exit; Surface Mount - 1/2” NPT ; UL/ CE Rated Will ship as A if not specified K - Black Z - Bronze S - Silver W - White C - Custom* Provide RAL # X - No Accessory H - Half Snoot F - Full Snoot Will ship as X if not specified LOW MEDIUM HIGH >60,500* >(109,000)** >60,500* >(109,000)** >60,500* >(181,000)** >60,500* >(109,000)** >60,500* >(109,000)** >36,300* >60,500* >(109,000)** >60,500* >(109,000)** >60,500* >(69,800)** >60,500* >(109,000)** >60,500* >(109,000)** >33,200* F170 1S 226 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 83 OVERVIEW • SPECIFICATIONS • ORDERING INTERIOR + EXTERIOR | F170 SINGLE DATE PROJECT FIRM TYPE RISE™ 2 /4ECOSENSELIGHTING.COM 20190305 P • 310.496.6255 F • 310.496.6256 T • 855.632.6736 855.6.ECOSEN ECOSENSE LIGHTING INC. 837 NORTH SPRING STREET SUITE 103 LOS ANGELES, CA 90012 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. VISIT ECOSENSELIGHTING.COM FOR THE MOST CURRENT SPECIFICATIONS. FOR A LIST OF PATENTS VISIT ECOSENSELIGHTING.COM/IP-PORTFOLIO/ ©2019 ECOSENSE LIGHTING INC. ALL RIGHTS RESERVED. ECOSENSE, THE ECOSENSE LOGO, TRoV, TROV AND ECOSPEC ARE REGISTERED TRADEMARKS OF ECOSENSE LIGHTING INC. RISE™, SLIM COVE™, FREEDOM TO CREATE™, MACRO™, FLIP-TO-FLAT™ ARE TRADEMARKS OF ECOSENSE LIGHTING INC. ELECTRICAL NOTE: Information on this Spec Sheet is subject to change, please visit ecosenselighting.com/downloads/rise for the most updated information. LIMITED WARRANTY 5 YEARS 0-10V CONTROL OPTIONS All products come standard with ELV dimming capabilities. 0-10V Control options required for operation at 0-10V. 100-120VAC / 277VAC Linear Dimming Control Module 0-10V - Plenum Rated ................................................................................ LDCM-PL-120-277-010V-GR OPTIONAL ACCESSORIES Interchangeble Lens 5 Degree ........................................................................................................................................................................................................................................... F170-LENS-05 10 Degree .......................................................................................................................................................................................................................................... F170-LENS-10 15 Degree ........................................................................................................................................................................................................................................... F170-LENS-15 20 Degree ......................................................................................................................................................................................................................................... F170-LENS-20 40 Degree ........................................................................................................................................................................................................................................ F170-LENS-40 60 Degree ........................................................................................................................................................................................................................................ F170-LENS-60 80 Degree ........................................................................................................................................................................................................................................ F170-LENS-80 15x60 or 60x15 Degree .............................................................................................................................................................................................................. F170-LENS-E1E3 30x60 or 60x30 Degree .......................................................................................................................................................................................................... F170-LENS-E2E4 Full Set of Beam Angle Lens Degree (5, 10, 15, 20, 40, 60, 80, 15x60 or 60x15, 30x60 or 60x30) .................................................................. F170-LENS-FULLSET CONTROL Snoots Half Snoot, Color Finish (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) .................................................................................................... F170-H-(K,Z,S,W,C) Full Snoot, Color Finish (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) ....................................................................................................... F170-F-(K,Z,S,W,C) Canopy Plate (Not for use with wire Option B - External Cable Side Exit) RISE Canopy Plate (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) ......................................................................................... RISE-CANOPY-04-(K,Z,S,W,C) PHYSICAL FIXTURE RATING & CERTIFICATIONS CE, UL CERTIFIED RoHS COMPLIANT, IK10 DIMENSIONS W 5.2” x H 12.07” x L 10.24” ; (131.98mm x 306.65mm x 260.01mm) HOUSING/LENS EXTRUDED ALUMINUM; UV STABILIZED POLYCARBONATE; STAINLESS STEEL FASTENERS WEIGHT 8.5LBS / 3.85KG ENVIRONMENT OUTDOOR • UL CERTIFIED FOR WET LOCATIONS IP66 IMPACT RATED TO IK10 MEETS 3G ANSI C136.31 VIBRATION STANDARD FOR BRIDGE APPLICATIONS MOUNTING OPTIONS A - FLYING LEADS - INTERNAL CABLE IC; BOTTOM EXIT; 1/2” NPT ; UL/ CE RATED B - EXTERNAL CABLE SIDE EXIT; SURFACE MOUNT ; UL/CE RATED SURFACE MOUNT PLATE INCLUDED C - EXTERNAL CABLE BOTTOM EXIT; 1/2” NPT ; UL/CE RATED SURFACE MOUNT PLATE INCLUDED WIRING LENGTH OF FLYING LEADS 19” (482.6mm) LENGTH OF EXTERNAL CABLE 10’ (3.05m) RoHS COMPLIANT IK10 POWER FACTOR >0.9 for 120V (HO, MO, LO), 230V (HO, MO), 277V (HO) STARTUP TEMPERATURE -40˚F TO 122˚F (-40˚C TO 50˚C) OPERATING VOLTAGE MULTIVOLT: 110-277VAC, 50/60 Hz OPERATING TEMPERATURE -40˚F TO 122˚F (-40˚C TO 50˚C) DRIVER INTEGRAL TO FIXTURE; DE-RATED POWER AND SYNCHRONOUS START-UP AT FULL BRIGHTNESS STORAGE TEMPERATURE -40˚F TO 176˚F (-40˚C TO 80˚C) WATTAGE LOW OUTPUT = 13W; MEDIUM OUTPUT = 25W; HIGH OUTPUT = 38W THD <0.2 for 120V (HO, MO, LO), 230V (HO, MO), 277V (HO) DIMMING 110-277VAC, ELV TYPE, REVERSE PHASE, TRAILING EDGE WIND LOAD (EPA)EFFECTIVE PROJECTED AREA 0.30ft2 CORROSION RESISTANT RISE HAS A HIGH-PERFORMING, CORROSION-RESISTANT FINISH THAT USES HIGH DURABILITY TRIGLYCIDYL ISOCYANURATE (TGIC) POWDER COATINGS SPECIFICALLY DESIGNED FOR EXTERIOR AND WEATHER EXPOSURE. THIS FINISH HAS BEEN TESTED AND APPROVED TO MARINE GRADE CORROSION RESISTANCE STANDARD IN UL1598A, ASTM B117 SALT FOG TEST FOR 200 HOURS. TOOLS 2.5mm HEX KEY AND PHILLIPS #0 SCREWDRIVER FOR INTERCHANGEABLE LENS + SNOOTS 4mm HEX KEY FOR AIMING 5mm HEX KEY FOR MAIN TILT ARM Honeycomb Louver Honeycomb Louver F170............................................................................................................................................................................................................. F170-LV-HComb 227 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 83 OVERVIEW • SPECIFICATIONS • ORDERING INTERIOR + EXTERIOR | F170 SINGLE DATE PROJECT FIRM TYPE RISE™ 3 /4ECOSENSELIGHTING.COM 20190305 P • 310.496.6255 F • 310.496.6256 T • 855.632.6736 855.6.ECOSEN ECOSENSE LIGHTING INC. 837 NORTH SPRING STREET SUITE 103 LOS ANGELES, CA 90012 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. VISIT ECOSENSELIGHTING.COM FOR THE MOST CURRENT SPECIFICATIONS. FOR A LIST OF PATENTS VISIT ECOSENSELIGHTING.COM/IP-PORTFOLIO/ ©2019 ECOSENSE LIGHTING INC. ALL RIGHTS RESERVED. ECOSENSE, THE ECOSENSE LOGO, TRoV, TROV AND ECOSPEC ARE REGISTERED TRADEMARKS OF ECOSENSE LIGHTING INC. RISE™, SLIM COVE™, FREEDOM TO CREATE™, MACRO™, FLIP-TO-FLAT™ ARE TRADEMARKS OF ECOSENSE LIGHTING INC. NOTE: Information on this Spec Sheet is subject to change, please visit ecosenselighting.com/downloads/rise for the most updated information. Ground Stake (for use only with Wiring Option C - External Cable Bottom Exit, not for use with F170 Multi-up fixtures) Landscape Stake, 12in ............................................................................................................................................................................................................ F170-LS-1S-STK-12 DIMENSIONS Color Filters Red .............................................................................................................................................................................................................................................. F170-FILTER-RED Blue .......................................................................................................................................................................................................................................... F170-FILTER-BLUE Green ..................................................................................................................................................................................................................................... F170-FILTER-GREEN Amber ................................................................................................................................................................................................................................... F170-FILTER-AMBER inch mm F170 Wall Mount Arm (for use only with Wiring Option C - External Cable Bottom Exit, not for use with F170 Multi-up fixtures) Wall Mount Arm, 6 inch, Color Finish (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) ................................................................. F170-WMA-06-(K,Z,S,W,C) Wall Mount Arm, 12 inch, Color Finish (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) .................................................................. F170-WMA-12-(K,Z,S,W,C) Wall Mount Arm, 18 inch, Color Finish (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) ................................................................ F170-WMA-18-(K,Z,S,W,C) Wall Mount Arm, 24 inch, Color Finish (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) ................................................................ F170-WMA-24-(K,Z,S,W,C) 6.14 155.95 5.29 134.31 5.2 131.98 3.41 86.61 .50 12.70 13.57 344.65 2.27 57.7 10.24 260.01 6.81 172.88 6.14155.955.64143.254.16105.62 11.57 293.95 0.5 12.7 13.57 344.65 0.5 12.7 6.14 155.95 5.29 134.31 5.2 131.98 3.41 86.61 .50 12.70 13.57 344.65 2.27 57.7 10.24 260.01 6.81 172.88 6.14155.955.64143.254.16105.62 11.57 293.95 0.5 12.7 13.57 344.65 0.5 12.7 228 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 83 OVERVIEW • SPECIFICATIONS • ORDERING INTERIOR + EXTERIOR | F170 SINGLE DATE PROJECT FIRM TYPE RISE™ 4 /4ECOSENSELIGHTING.COM 20190305 P • 310.496.6255 F • 310.496.6256 T • 855.632.6736 855.6.ECOSEN ECOSENSE LIGHTING INC. 837 NORTH SPRING STREET SUITE 103 LOS ANGELES, CA 90012 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. VISIT ECOSENSELIGHTING.COM FOR THE MOST CURRENT SPECIFICATIONS. FOR A LIST OF PATENTS VISIT ECOSENSELIGHTING.COM/IP-PORTFOLIO/ ©2019 ECOSENSE LIGHTING INC. ALL RIGHTS RESERVED. ECOSENSE, THE ECOSENSE LOGO, TRoV, TROV AND ECOSPEC ARE REGISTERED TRADEMARKS OF ECOSENSE LIGHTING INC. RISE™, SLIM COVE™, FREEDOM TO CREATE™, MACRO™, FLIP-TO-FLAT™ ARE TRADEMARKS OF ECOSENSE LIGHTING INC. NOTE: Information on this Spec Sheet is subject to change, please visit ecosenselighting.com/downloads/rise for the most updated information. 6.14 155.95 5.29134.315.2131.98 3.41 86.61 .50 12.70 10.24 260.01 6.81 172.88 6.14155.955.64143.254.16105.62 6.8 172.9 5.2 131.7 11.6 293.7 6.8 172.9 5.2 131.7 12.6 321.3 5.5 139.5 6.8 172.9 5.2 131.7 12.6 321.3 5.5 139.5 WIRING GUIDE RISE is and exterior rated (IP66) fixture that is available in three different wiring options: Flying Leads - Internal Cable (UL + CE Rated) External Cable Bottom Exit (UL + CE Rated) External Cable Side Exit (UL + CE Rated) • For use with standard junction boxes • 1/2” NPT Taper, Cable Length is 19” • Compatible with EcoSense Canopy junction Box Cover • 18 AWG Stranded Copper Cable - 3 Conductors • For use when external, exterior rated cable is required to run to remote junction box or mains • Cable exits the side of the base • Comes with a Surface Mount Plate, for mounting direct to surface • Cable Length is 10’ (3.05m) • For use when external, exterior rated cable is required to run to remote junction box or mains • Cable exits the bottom for use with various accessories such as Wall Mount Arm and Ground Stake • 1/2” NPT taper for mounting • Comes with a Surface Mount Plate, for mounting direct to surface • Cable Length is 10’ (3.05m) 6.14 155.95 5.29134.315.2131.98 3.41 86.61 .50 12.70 10.24 260.01 6.81 172.88 6.14155.955.64143.254.16105.62 6.8 172.9 5.2 131.7 11.6 293.7 6.8 172.9 5.2 131.7 12.6 321.3 5.5 139.5 6.8 172.9 5.2 131.7 12.6 321.3 5.5 139.5 6.14 155.95 5.29134.315.2131.98 3.41 86.61 .50 12.70 10.24 260.01 6.81 172.88 6.14155.955.64143.254.16105.62 6.8 172.9 5.2 131.7 11.6 293.7 6.8 172.9 5.2 131.7 12.6 321.3 5.5 139.5 6.8 172.9 5.2 131.7 12.6 321.3 5.5 139.5 229 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 83 MOUNTING DETAIL TO BE DETERMINED 251 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 87 Series OVERVIEW • SPECIFICATIONS • ORDERING INTERIOR + EXTERIOR | F080 SINGLE DATE PROJECT FIRM TYPE RISE™ 1 /4ECOSENSELIGHTING.COM 20190221 P • 310.496.6255 F • 310.496.6256 T • 855.632.6736 855.6.ECOSEN ECOSENSE LIGHTING INC. 837 NORTH SPRING STREET SUITE 103 LOS ANGELES, CA 90012 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. VISIT ECOSENSELIGHTING.COM FOR THE MOST CURRENT SPECIFICATIONS. FOR A LIST OF PATENTS VISIT ECOSENSELIGHTING.COM/IP-PORTFOLIO/ ©2019 ECOSENSE LIGHTING INC. ALL RIGHTS RESERVED. ECOSENSE, THE ECOSENSE LOGO, TRoV, TROV AND ECOSPEC ARE REGISTERED TRADEMARKS OF ECOSENSE LIGHTING INC. RISE™, SLIM COVE™, FREEDOM TO CREATE™, MACRO™, FLIP-TO-FLAT™ ARE TRADEMARKS OF ECOSENSE LIGHTING INC. PERFORMANCE COLOR RENDERING INDEX 80+, 90+ COLOR CONSISTENCY 3-STEP MACADAM ELLIPSE 4 Low Output 309 5°77 22,017 7.5 Medium Output 531 5°71 37,812 11.5 High Output 744 5°65 52,991 ALL LUMEN DATA IS FROM 4000K 80CRI FIXTURES. PLEASE SEE PHOTOMETRY SPEC SHEET FOR ADDITIONAL LUMEN DATA. * ENERGY STAR REPORTED TESTING HOURS TO DATE. CALCULATIONS FOR LED FIXTURES ARE BASED ON MEASUREMENTS THAT COMPLY WITH IES LM-80 TESTING PROCEDURES AND IES TM-21 CALCULATOR ** ESTIMATED HOURS WATTS POWER LUMEN OUTPUT OPTIC EFFICACY CBCP RISE IS A SYSTEM OF BEAUTIFULLY DESIGNED OUTDOOR RATED LUMINAIRES THAT PROVIDE EFFICIENT AND POWERFUL LIGHT USING THE LATEST IN LED TECHNOLOGY. RISE F080 SINGLE IS A POWERFUL AND COMPACT LED LIGHT FIXTURE, DELIVERING UP TO 745 LUMENS, THAT CAN BE USED IN SPOT, ACCENT, LANDSCAPE AND FLOODLIGHT APPLICATIONS. ITS UNIQUE MACRO™ LOCK FEATURE ALLOWS FOR FULL 180 DEGREE TILT AND 360 DEGREE PAN AIMABILITY USING ONLY ONE TWIST. FEATURES : • POWERFUL CBCP • ONLY 5° LASER SPOT • EXTREMELY COMPACT • POWERFUL OUTPUT 300-745LMS • MACRO™ LOCK - 180° TILT AND 360° PAN • 11 UNIQUE BEAM ANGLES • MULTIVOLT (110V-277V) • 8 CCTS: 2200K THROUGH 6500K • 80+ AND 90+ CRI • DIMMABLE TO 5% • IP66 RATED ACCESSORIESBEAM ANGLECRI CCT/ COLOR POWER/ LUMEN OUTPUT* FIXTURE CONFIG. FIXTURE MODEL FINISHES WIRING AND MOUNTING NOTE: Information on this Spec Sheet is subject to change, please visit ecosenselighting.com/downloads/rise for the most updated information. LUMEN DEPRECIATION WATTS L70 @ 25C L70 @ 50C L90 @ 25C L90 @ 50C *See Photometry Chart for Lumen Data EXAMPLE: F080-1S-LO-22-8-05-S-X-A 05 - Laser Spot (5°) 10 - Very Narrow Spot (10°) 15 - Narrow Spot (15°) 20 - Spot (20°) 40 - Flood (40°) 60 - Wide Flood (60°) 80 - Very Wide Flood (80°) E1 - Elliptical 1 (15°x60°) E2 - Elliptical 2 (30°x60°) E3 - Elliptical 3 (60°x15°) E4 - Elliptical 4 (60°x30°) 22 - 2200K 25 - 2500K 27 - 2700K 30 - 3000K 35 - 3500K 40 - 4000K 50 - 5000K 65 - 6500K RD - Red GR - Green BL - Blue AM - Amber 8 - 80 9 - 90* X - For RD, GR, BL, AM *90 CRI not available in 2200K, 2500K, 5000K, and 6500K LO - Low Output MO - Medium Output HO - High Output F080 1S - Single Head K - Black Z - Bronze S - Silver W - White C - Custom* Provide RAL # X - No Accessory H - Half Snoot F - Full Snoot Will ship as X if not specified A - 19” Flying Leads - Internal Cable IC; Bottom Exit; 1/2” NPT ; UL/CE Rated B* - 10’ External Cable Side Exit; Surface Mount ; UL/CE Rated C* - 10’ External Cable Bottom Exit; Surface Mount - 1/2” NPT ; UL/ CE Rated Will ship as A if not specified LOW MEDIUM HIGH >60,500* >(109,000)** >60,500* >(109,000)** >60,500* >(181,000)** >60,500* >(109,000)** >60,500* >(109,000)** >36,300* >60,500* >(109,000)** >60,500* >(109,000)** >60,500* >(69,800)** >60,500* >(109,000)** >60,500* >(109,000)** >33,200* F080 1S 252 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 87 Series OVERVIEW • SPECIFICATIONS • ORDERING INTERIOR + EXTERIOR | F080 SINGLE DATE PROJECT FIRM TYPE RISE™ 2 /4ECOSENSELIGHTING.COM 20190221 P • 310.496.6255 F • 310.496.6256 T • 855.632.6736 855.6.ECOSEN ECOSENSE LIGHTING INC. 837 NORTH SPRING STREET SUITE 103 LOS ANGELES, CA 90012 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. VISIT ECOSENSELIGHTING.COM FOR THE MOST CURRENT SPECIFICATIONS. FOR A LIST OF PATENTS VISIT ECOSENSELIGHTING.COM/IP-PORTFOLIO/ ©2019 ECOSENSE LIGHTING INC. ALL RIGHTS RESERVED. ECOSENSE, THE ECOSENSE LOGO, TRoV, TROV AND ECOSPEC ARE REGISTERED TRADEMARKS OF ECOSENSE LIGHTING INC. RISE™, SLIM COVE™, FREEDOM TO CREATE™, MACRO™, FLIP-TO-FLAT™ ARE TRADEMARKS OF ECOSENSE LIGHTING INC. ELECTRICAL POWER FACTOR >0.9 for 120V (HO, MO, LO), 230V (HO, MO), 277V (HO) STARTUP TEMPERATURE -40˚F TO 122˚F (-40˚C TO 50˚C) OPERATING VOLTAGE MULTIVOLT: 110-277VAC, 50/60 Hz OPERATING TEMPERATURE -40˚F TO 122˚F (-40˚C TO 50˚C) DRIVER INTEGRAL TO FIXTURE; DE-RATED POWER AND SYNCHRONOUS START-UP AT FULL BRIGHTNESS STORAGE TEMPERATURE -40˚F TO 176˚F (-40˚C TO 80˚C) WATTAGE LOW OUTPUT = 4W; MEDIUM OUTPUT = 7.5W; HIGH OUTPUT = 11.5W THD <0.2 for 120V (HO, MO, LO), 230V (HO, MO), 277V (HO) NOTE: Information on this Spec Sheet is subject to change, please visit ecosenselighting.com/downloads/rise for the most updated information. PHYSICAL FIXTURE RATING & CERTIFICATIONS CE, UL CERTIFIED RoHS COMPLIANT, IK10 LIMITED WARRANTY 5 YEARS 0-10V CONTROL OPTIONS All products come standard with ELV dimming capabilities. 0-10V Control options required for operation at 0-10V. 100-120VAC / 277VAC Linear Dimming Control Module 0-10V - Plenum Rated ................................................................................ LDCM-PL-120-277-010V-GR OPTIONAL ACCESSORIES CONTROL DIMMING 110-277VAC, ELV TYPE, REVERSE PHASE, TRAILING EDGE DIMENSIONS W 2.49” x H 8.13” x L 6.97” ; (63.33mm x 206.45mm x 177.05mm) HOUSING/LENS EXTRUDED ALUMINUM; UV STABILIZED POLYCARBONATE; STAINLESS STEEL FASTENERS WEIGHT 1.25LBS / 0.56KG ENVIRONMENT OUTDOOR • UL CERTIFIED FOR WET LOCATIONS IP66 IMPACT RATED TO IK10 MEETS 3G ANSI C136.31 VIBRATION STANDARD FOR BRIDGE APPLICATIONS MOUNTING OPTIONS A - FLYING LEADS - INTERNAL CABLE IC; BOTTOM EXIT; 1/2” NPT ; UL/ CE RATED B - EXTERNAL CABLE SIDE EXIT; SURFACE MOUNT ; UL/CE RATED SURFACE MOUNT PLATE INCLUDED C - EXTERNAL CABLE BOTTOM EXIT; 1/2” NPT ; UL/CE RATED SURFACE MOUNT PLATE INCLUDED WIRING LENGTH OF FLYING LEADS 19” (482.6mm) LENGTH OF EXTERNAL CABLE 10’ (3.05m) WIND LOAD (EPA)EFFECTIVE PROJECTED AREA 0.14ft2 CORROSION RESISTANT RISE HAS A HIGH-PERFORMING, CORROSION-RESISTANT FINISH THAT USES HIGH DURABILITY TRIGLYCIDYL ISOCYANURATE (TGIC) POWDER COATINGS SPECIFICALLY DESIGNED FOR EXTERIOR AND WEATHER EXPOSURE. THIS FINISH HAS BEEN TESTED AND APPROVED TO MARINE GRADE CORROSION RESISTANCE STANDARD IN UL1598A, ASTM B117 SALT FOG TEST FOR 200 HOURS. RoHS COMPLIANT IK10 Interchangeble Lens 5 Degree .......................................................................................................................................................................................................................................... F080-LENS-05 10 Degree ........................................................................................................................................................................................................................................ F080-LENS-10 15 Degree .......................................................................................................................................................................................................................................... F080-LENS-15 20 Degree ....................................................................................................................................................................................................................................... F080-LENS-20 40 Degree ....................................................................................................................................................................................................................................... F080-LENS-40 60 Degree ....................................................................................................................................................................................................................................... F080-LENS-60 80 Degree ....................................................................................................................................................................................................................................... F080-LENS-80 15x60 or 60x15 Degree ............................................................................................................................................................................................................. F080-LENS-E1E3 30x60 or 60x30 Degree ......................................................................................................................................................................................................... F080-LENS-E2E4 Full Set of Beam Angle Lens Degree (5, 10, 15, 20, 40, 60, 80, 15x60 or 60x15, 30x60 or 60x30) ................................................................ F080-LENS-FULLSET Snoots Half Snoot, Color Finish (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) .................................................................................................... F080-H-(K,Z,S,W,C) Full Snoot, Color Finish (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) ....................................................................................................... F080-F-(K,Z,S,W,C) Canopy Plate (Not for use with wire Option B - External Cable Side Exit) RISE Canopy Plate (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) ......................................................................................... RISE-CANOPY-04-(K,Z,S,W,C) TOOLS 2.5mm HEX KEY AND PHILLIPS #0 SCREWDRIVER FOR INTERCHANGEABLE LENS + SNOOTS 4mm HEX KEY FOR AIMING 5mm HEX KEY FOR MAIN TILT ARM Honeycomb Louver Honeycomb Louver F080........................................................................................................................................................................................................... F080-LV-HComb 253 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 87 Series OVERVIEW • SPECIFICATIONS • ORDERING INTERIOR + EXTERIOR | F080 SINGLE DATE PROJECT FIRM TYPE RISE™ 3/4ECOSENSELIGHTING.COM 20190221 P • 310.496.6255 F • 310.496.6256 T • 855.632.6736 855.6.ECOSEN ECOSENSE LIGHTING INC. 837 NORTH SPRING STREET SUITE 103 LOS ANGELES, CA 90012 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. VISIT ECOSENSELIGHTING.COM FOR THE MOST CURRENT SPECIFICATIONS. FOR A LIST OF PATENTS VISIT ECOSENSELIGHTING.COM/IP-PORTFOLIO/ ©2019 ECOSENSE LIGHTING INC. ALL RIGHTS RESERVED. ECOSENSE, THE ECOSENSE LOGO, TRoV, TROV AND ECOSPEC ARE REGISTERED TRADEMARKS OF ECOSENSE LIGHTING INC. RISE™, SLIM COVE™, FREEDOM TO CREATE™, MACRO™, FLIP-TO-FLAT™ ARE TRADEMARKS OF ECOSENSE LIGHTING INC. 2.6 65.95 2.49 63.33 3.51 89.2 0.5 12.7 2.21 56.1 9.07 230.3 1.94 49.43.1580.006.97 177.05 4.72 120 3.5189.23.0176.52.4762.74 0.5 12.7 9.07 230.3 7.63 193.75 0.5 12.7 2.6 65.95 2.49 63.33 3.51 89.2 0.5 12.7 2.21 56.1 9.07 230.3 1.94 49.43.1580.006.97 177.05 4.72 120 3.5189.23.0176.52.4762.74 0.5 12.7 9.07 230.3 7.63 193.75 0.5 12.7 F080 Wall Mount Arm (for use only with Wiring Option C – External Cable Bottom Exit and not for use with multi-up fixtures) Wall Mount Arm, 6 inch, Color Finish (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) ................................................................ F080-WMA-06-(K,Z,S,W,C) Wall Mount Arm, 12 inch, Color Finish (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) ............................................................... F080-WMA-12-(K,Z,S,W,C) Wall Mount Arm, 18 inch, Color Finish (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) ................................................................ F080-WMA-18-(K,Z,S,W,C) Wall Mount Arm, 24 inch, Color Finish (K=Black, Z=Bronze, S=Silver, W=White, C=Custom) .............................................................. F080-WMA-24-(K,Z,S,W,C) Ground Stake (for use only with Wiring Option C – External Cable Bottom Exit and not for use with multi-up fixtures) Landscape Stake, 12in (for use with F080 Single Head only, not for use with multi-fixture units) ................................................................... F080-LS-1S-STK-12 DIMENSIONS inch mm NOTE: Information on this Spec Sheet is subject to change, please visit ecosenselighting.com/downloads/rise for the most updated information. Color Filters Red ............................................................................................................................................................................................................................................ F080-FILTER-RED Blue .......................................................................................................................................................................................................................................... F080 -FILTER-BLUE Green .................................................................................................................................................................................................................................... F080 -FILTER-GREEN Amber .................................................................................................................................................................................................................................. F080 -FILTER-AMBER 254 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 87 Series OVERVIEW • SPECIFICATIONS • ORDERING INTERIOR + EXTERIOR | F080 SINGLE DATE PROJECT FIRM TYPE RISE™ 4/4ECOSENSELIGHTING.COM 20190221 P • 310.496.6255 F • 310.496.6256 T • 855.632.6736 855.6.ECOSEN ECOSENSE LIGHTING INC. 837 NORTH SPRING STREET SUITE 103 LOS ANGELES, CA 90012 SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. VISIT ECOSENSELIGHTING.COM FOR THE MOST CURRENT SPECIFICATIONS. FOR A LIST OF PATENTS VISIT ECOSENSELIGHTING.COM/IP-PORTFOLIO/ ©2019 ECOSENSE LIGHTING INC. ALL RIGHTS RESERVED. ECOSENSE, THE ECOSENSE LOGO, TRoV, TROV AND ECOSPEC ARE REGISTERED TRADEMARKS OF ECOSENSE LIGHTING INC. RISE™, SLIM COVE™, FREEDOM TO CREATE™, MACRO™, FLIP-TO-FLAT™ ARE TRADEMARKS OF ECOSENSE LIGHTING INC. 2.6 65.95 2.49 63.33 3.51 89.2 0.5 12.7 2.21 56.13.1580.006.97 177.05 4.72 120 3.5189.23.0176.52.4762.74 4 101.3 8.9 225.3 2.5 63.3 4.7 120 4 101.3 8.9 225.3 2.5 63.3 4.7 120 2.5 63.3 4.7 120 7.6 194.1 2.6 65.95 2.49 63.33 3.51 89.2 0.5 12.7 2.21 56.13.1580.006.97 177.05 4.72 120 3.5189.23.0176.52.4762.74 4 101.3 8.9 225.3 2.5 63.3 4.7 120 4 101.3 8.9 225.3 2.5 63.3 4.7 120 2.5 63.3 4.7 120 7.6 194.1 2.6 65.95 2.49 63.33 3.51 89.2 0.5 12.7 2.21 56.13.1580.006.97 177.05 4.72 120 3.5189.23.0176.52.4762.74 4 101.3 8.9 225.3 2.5 63.3 4.7 120 4 101.3 8.9 225.3 2.5 63.3 4.7 120 2.5 63.3 4.7 120 7.6 194.1 NOTE: Information on this Spec Sheet is subject to change, please visit ecosenselighting.com/rise for the most updated information. WIRING GUIDE RISE is and exterior rated (IP66) fixture that is available in three different wiring options: Flying Leads - Internal Cable (UL + CE Rated) • For use with standard junction boxes • 1/2” NPT Taper, Cable Length is 19” • Compatible with EcoSense Canopy junction Box Cover • 18 AWG Stranded Copper Cable - 3 Conductors • For use when external, exterior rated cable is required to run to remote junction box or mains • Cable exits the side of the base • Comes with a Surface Mount Plate, for mounting direct to surface • Cable Length is 10’ (3.05m) • For use when external, exterior rated cable is required to run to remote junction box or mains • Cable exits the bottom for use with various accessories such as Wall Mount Arm and Ground Stake • 1/2” NPT taper for mounting • Comes with a Surface Mount Plate, for mounting direct to surface • Cable Length is 10’ (3.05m) External Cable Side Exit (UL + CE Rated) External Cable Bottom Exit (UL + CE Rated) 255 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 87 Series MOUNTING DETAIL TO BE DETERMINED 256 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 88 Series Page 1 of 11 (Rev. 01/2019) L125Rx_SS_v[1B]2.0 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2019, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Project: Type:Qty: Date:Customer: M125 LED Recessed Order Code:---------- Nominal Fixture Length 02 2 ft. 04 4 ft. 03 3 ft. XX4 Runs are available in 2’, 3’ or 4’ nominal increments. Round up to the nearest foot and replace the “xx” with the # (i.e. 16=16’ nominal) Finish WH White BK Black SV Silver Voltage Custom colors are available, Please consult factorySP Specify Premium Color UNV 120 through 277 50/60hz capable Light Engine CCT 30 3000K 35 3500K 40 4000K Shielding LI Clear Glass with LED Optimized Inlay Mounting 27 2700K 3 IK10 Rated 1 Values calculated from a 4’ fixture @4000K using LI Shielding and DIM driver. For additional information please see page 2. 2 Not available with DC2 or DE1 drivers for 4’ fixtures. MI Clear Lens with Micro- prismatic Inlay Emergency Options EC11 Emergency Circuit Wiring 11 See page 8 for full details and restrictions MT9 Media Trunking FS Single Fusing NC10 Nipple Connector Fixture Options 9 SH and TS mountings only 10 Not required when MT is used TR Tamper Resistant DIL8 0-10V (Logarithmic) Driver DED8 eldoLED ECOdrive DALI (Logarithmic) DE16,8 Lutron Eco-System DC26,7,8 Lutron 2-Wire 5 For use with external sensors, by others 6 Not available with 4’1B45 or 2B45 light engines. 7 120V only 8 See page 7 for details DIM8 0-10V (Linear) LED WARRANTY 5YEAR ARRA Compliant SR5,8 Philips Xitanium SR (DALI) 1B351 888lm/9.3W per foot 1B301 758lm/7.8W per foot 1B251 680lm/6.9W per foot 1B201 513lm/5.1W per foot 1B451,2 1116lm/11.9W per foot 1B401 1009lm/10.6W per foot 347 347 Volt (consult factory) DC58 Lutron 5-Series EMR Remote Micro Inverter (consult factory) BL Semi-Matte Black 2B351 1610lm/18.3W per foot 2B301 1376lm/15.3W per foot 2B251 1233lm/13.5W per foot 2B201 930lm/10.1W per foot 2B451,2 2025lm/23.5W per foot 2B401 1830lm/20.9W per foot PC3 Prismatic Lens SD3 Satine Lens 4 See page 2 for details SS Separate Switching (consult factory) NF Natatorium Finish (consult factory) EFC End Feed Left (for conduit) EFR End Feed Right (for conduit) EFB10 End Feed Both Ends (for conduit daisy chain) Series L125 For Concrete Pour Only L125R1 L125 Recessed Flanged L125R2 Recessed Flanged with Flush Endcaps SH Suspension Bracket TS 1” Studs (factory installed) RC Rotating Crossbar PM Perimeter Mount MTB Metal Box Concrete Pour (for use with L125 housing only) 257 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 88 Series Page 2 of 11 (Rev. 01/2019) L125Rx_SS_v[1B]2.0 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2019, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us M125 LED Recessed Construction: Housing - Continuous, 6063-T6 extruded alumi- num profile up to 4 feet long. Die cast aluminum end caps made from low copper, marine-grade aluminum alloy. Geartray - Formed aluminum. Shielding - Choice of tempered clear glass with LED optimized inlay or microprismatic inlay; 4mm Satine or clear polycarbonate prismatic lenses available (IK10 with polycarbonate or Satine lenses only). - Gasket: One-piece silicone gasket fully seals (IP65) for weather-proofing, dust, and insect control. Fixture Door – Secure, completely sealed at all points of entry from water, insects, and dust. Two captive stainless steel screws allow access to LED Light Engine. Door remains captive when servicing with corrosion protected steel safety cable on both ends. Mounting(s) - Suspension Bracket (SH), 1” Studs – factory installed (TS), Rotating Crossbar (RC), Perimeter Mount (PM), Metal Concrete Pour (MTB). - Suspension Bracket (SH): Bolted onto fixture or media trunk, located nominally every 4’ (support wires or rod supplied and installed by others). - Ø1/4” Threaded Rod (TS): ¼”-20 stud only. Cou - plers and Rod by others. - Rotating Crossbar (RC): For inaccessible ceil- ings, adjustable for ceiling thicknesses from ¼” to 2”. Supplied, (2) per fixture. - Media Trunk (MT): Provides raceway for ad- ditional cables, etc. in continuous Run or pattern applications. Runs – 3/8” IP nipple connector for water-tight connection between luminaires in a Run. Two connections are required per connection. Weight – 5 lb. per foot. Electrical/Performance: LED Light Engine - Brand-name mid-power LEDs create a high efficiency LED light engine able to provide a lumen maintenance of 96% at 25,000 hours and 93% at 60,000 hours for 1B and 2B light engines at 25ºC per TM-21 reports. Reported L70 greater than 60,000 hours. Delivered Lumens - Due to LED manufacturer’s tolerances, the listed output has a ±5% toler- ance. For outputs based on different shielding or CCT, please see photometry section at the end. CCT - Available in 2700K, 3000K, 3500K, and 4000K, tolerance within a 3-step MacAdam ellipse. CRI - Min. 90. All Drivers - High efficiency, constant current, soft start, Electronic Class 2 with a PFC>0.90. For more detailed information on the available drivers, please see page 9. Thermal Performance: Ambient Operating Temperature - Luminaires suitable for maximum ambient temperature of 35° C (95° F) for all drivers. Luminaires are suitable for minimum ambient temperatures of: -40ºC (-40ºF) for DIM, DIL and DED drivers. -20ºC (-4ºF) for SR drivers. 0ºC (32ºF) for DC2, DE1, and DC5 drivers. Luminaire Finish: Powder Coat - All Selux luminaires are finished in high quality polyester powder coating in our Tiger Drylac certified facility and are tested in accordance with test specifications for coatings from ASTM and PCI. All products undergo a five stage intensive pretreatment process where product is thor- oughly cleaned, phosphate, and sealed. Selux powder coated products provide excellent salt and humidity resistance as well as ultra violet resistance for color retention. Standard interior colors are White (WH), Black (BK), Semi-Matte Black (BL), and Silver (SV). Selux premium colors (SP) are available, please specify from your Selux color selection guide. Warranty: 5 Year Limited LED Luminaire Warranty - Selux offers a 5 Year Limited Warranty to the original purchaser that the M125 series LED luminaire shall be free from defects in mate- rial and workmanship for up to five (5) years from date of shipment. This limited warranty covers the LED driver and LED light engine when installed according to Selux instructions and operated within the Ambient Temperature. For additional details and exclusions, see “Selux Terms and Condition of Sale.” Certifications and Compliance: NRTL – For Dry, Damp, and Wet Locations (i.e. cULus; cCSAus) ARRA Compliant RoHS Compliant IP65 Rated IK10 Rated 3 1/2” (90mm) 4 15/16” (125mm) 5 7/8” (149mm) 1 7/16” (37mm) 3 7/16” (88mm) 4 15/16” (125mm) 5 7/8” (149mm) L125R1-1Bxx-xx-TS-xxx-xx-xx L125R1-2Bxx-xx-TS-xxx-xx-xx-MT 258 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 88 Series Page 3 of 11 (Rev. 01/2019) L125Rx_SS_v[1B]2.0 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2019, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us M125 LED Recessed Concrete Pour Mounting Details Mounting hardware by others. Outlet box by others. 3’ fixture shown as reference. 1 1/2" [38mm] 1 1/2" [38mm] 8 3/4" [222mm] (2x) Ø 1 1/16" [Ø27mm] CONDUIT ENTRY HOLES (CONDUIT BY OTHERS) 1 1/2" [38mm] (ANGLE) For other lengths, lamping, continuous runs or configurations please specify overall length (in feet), accessories desired and sketch/ drawing of configuration. Selux will detail project drawings upon order and supply submittal drawings for approval. If you have any questions, contact Selux customer service or applications engineering for assistance (1-800-SELUX-CS). 2Bxx Shown METAL BOX CONCRETE POUR (MTB) MOUNTING DIMENSIONS 1Bxx or 2Bxx “A” Metal Box O.A.L “B” Flange Length “C” Fixture 2 Foot Individual 3’ - 1⁄2” (927mm)1’ - 11 1⁄2” (597mm)1’ - 3 5⁄8” (396mm) 3 Foot Individual 4’ - 2 1⁄4” (1277mm)3’ - 11 1⁄16” (1196mm)3’ - 2 13⁄16” (985mm) 4 Foot Individual 5’ - 2 1⁄4” (1582mm) 4’ - 11 1⁄16” (1501mm)4’ - 2 13⁄16” (1290mm) 259 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 88 Series Page 4 of 11 (Rev. 01/2019) L125Rx_SS_v[1B]2.0 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2019, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us M125 LED Recessed Suspension Brackets (SH) and Threaded Stud (TS) Mounts 60 60” Feed hole, fixture supplied with water-tight grommet. Feed cord by others. Feed hole, fixture supplied with water-tight grommet. Feed cord by others. 2Bxx Shown 2Bxx Shown Suspension Bracket (SH) and Threaded Stud (TS) Mounting Dimensions 1Bxx or 2Bxx “A” O.A.L w/ Flange (M125R1 Only)“B” Housing Length “C” Suspension 2 Foot Individual 2’ - 3 3⁄4” (705mm)2’ - 2 13⁄16” (681mm)1’ - 3 5⁄8” (396mm) 3 Foot Individual 3’ - 3 3⁄4” (1009mm) 3’- 2 13⁄16” (985mm)2’ - 3 5⁄8” (701mm) 4 Foot Individual 4’ - 3 3⁄4” (1314mm)4’ - 2 13⁄16” (1290mm)2’ - 3 5/8” (1006mm) 260 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 88 Series Page 5 of 11 (Rev. 01/2019) L125Rx_SS_v[1B]2.0 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2019, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us M125 LED Recessed Recessed Linear Run Mounting Details Nipple Connectors (NC) provide waterproof wiring between fixtures, connected in the field. Mounting hardware by others. For custom configurations and lengths please consult factory. For other lengths, lamping, continuous runs or configurations please specify overall length (in feet), accessories desired and sketch/ drawing of configuration. Selux will detail project drawings upon order and supply submittal drawings for approval. If you have any questions, contact Selux customer service or applications engineering for assistance (1-800-SELUX-CS). L125R1-2Bxx-xx-SH-xxx-xx-xx L125R1-1Bxx-xx-RC-xxx-xx-xx L125R1-1Bxx-xx-PM-xxx-xx-xx 1Bxx or 2Bxx 261 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 88 Series Page 6 of 11 (Rev. 01/2019) L125Rx_SS_v[1B]2.0 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2019, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us M125 LED Recessed Mounting Details Water-tight Nipple Connectors supplied for all run configurations. Nipple Connectors are not needed when Media Trunking (MT) is used. 262 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 88 Series Page 7 of 11 (Rev. 01/2019) L125Rx_SS_v[1B]2.0 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2019, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us M125 Wiring Diagrams Drivers: LED Recessed Driver Quantity Light Engine 2 ft.3 ft.4 ft. RUN 1Bxx DIM, DIL, DED, and SR drivers 1 1 1 Approximately 1 driver per 4 ft. DC2, DE1 and DC5 drivers 1 1 1 Consult Factory 2Bxx DIM, DIL, DED, and SR drivers 2 2 2 Approximately 2 drivers per 4 ft. DC2, DE1, and DC5 drivers 2 2 2 Consult Factory 0-10V linear dimming (DIM) Luminaires supplied with drivers offering the capability of either normal switched operation or 0-10V dimming for linear dimming curve. Fixtures ship wired for dimming. For on/off functionality, simply cap the dimming leads. Minimum dimming level preset at factory to 1%. 0-10V logarithmic dimming (DIL) Luminaires supplied with drivers for logarithmic dimming curve. Minimum dimming level preset at factory to 1%. For “dim to dark” (down to 0.1%), please consult factory. eldoLED ECOdrive DALI dimming (DED) Luminaires supplied with ECOdrive DALI dimming driver for logarithmic dimming curve. Minimum dimming level preset at factory to 1%. For “dim to dark” (down to 0.1%), please consult factory. * For control recommendations for eldoLED drivers, please consult eldoLED. LUTRON 2-wire dimming (DC2) Luminaires supplied with Hi-Lume 2-wire dimming driver programmed for Constant Current Reduction (CCR). For Pulse Width Modulation (PWM) dimming, please consult factory. Minimum dimming level down to 1%. LUTRON Ecosystem dimming (DE1) Luminaires supplied with Hi-Lume EcoSystem (4 wire, digital link) dim- ming driver programmed for Constant Current Reduction (CCR). For Pulse Width Modulation (PWM) dimming, please consult factory. Minimum dimming level down to 1%. LUTRON EcoSystem 5-Series dimming (DC5) Luminaires supplied with EcoSystem 5-Series dimming driver programmed for Constant Current Reduction (CCR). For Pulse Width Modulation (PWM) dimming, please consult factory. Minimum dimming level down to 5%. * For control recommendations and system layout for Lutron drivers, please contact Lutron. Philips Xitanium Sensor Ready DALI dimming (SR) Luminaires supplied with Xitanium SR dimming driver programmed for Constant Current Reduction (CCR). Minimum dimming level down to 5%. For use with external sensors (by others). * For control recommendations and system layout for Philips drivers, please contact Philips. *For inrush and control current, please refer to the driver manufacturers’ spec sheets. Lutron 2-Wire (DC2) Feed Driver Green White Black *Grey (-) *Purple (+) Feed Driver Green White Black 0-10V (Linear) dimming capable 0-10V Logarithmic (DML) DALI Logarithmic (DMD) Lutron Eco System (DE1) Lutron 5-series (DC5) DriverFeed Green White Black Violet Violet / White Standard Wiring supplied for all drivers. DE1 DML & DMD Grey = (-) Dali or 0-10V Dimming control Purple = (+) Dali or 0-10V Dimming control Violet = "E1" Digital Link Dimming control Violet / White = "E2" Digital Link Dimming control Green = Ground White = Neutral Black = Hot 0-10V Dimming for Standard driver DM Grey = (-) 0-10V Dimming control Purple = (+) 0-10V Dimming control -The following wire(s) are in addition to the std. above- Violet = "E1" Digital Link Dimming control Violet / White = "E2" Digital Link Dimming controlDC5 DC2 No additional wires (DIM) (DIL) (DED) (DIM) DIL and DED 263 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 88 Series Page 8 of 11 (Rev. 01/2019) L125Rx_SS_v[1B]2.0 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2019, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us M125 LED Recessed Fuse (FS) - Fusing, luminaires supplied with a in-line fuse located on the hot wire for each feed. (supplied with an 8A slow burn fuse). Separate Switching (SS) - Luminaires available with separately switched 4’ (nominal) sections starting at 7’ and up. Luminaire is in- tended to be wired to the same panel/breaker (not intended for Emer- gency use). - To specify this option, the number of separately switched sections and locations of these sections must be provided at time of order. * If the project requires different separate switching than outlined above please consult the factory. *For Separate Switching with external sensors (by others), please consult factory. Emergency Circuit (EC) - Luminaires with EC option compliant to UL 924 listed emergency luminaire. EC luminaires are intended to be wired to separate panels/breakers for emergency use. - For individual luminaires, the entire fixture is wired for operation on emergency circuit. - For RUNS, the first section is wired for emergency circuit. *If a different configuration is needed please consult the factory. *For EC with external sensors (by others), please consult factory. 264 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 88 Series Page 9 of 11 (Rev. 01/2019) L125Rx_SS_v[1B]2.0 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2019, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Photometry 473 945 1418 1890 1 2 Maximum Candela = 1890 Located At Horizontal Angle = 90, Vertical Angle = .5 # 1 - Vertical Plane Through Horizontal Angles (90 - 270) # 2 - Vertical Plane Through Horizontal Angles (0 - 180) LI Optics / 37W LED / 4000K CCT Catalog #: L125-1B35-40-LI-X-04-XX-UNV Report #: 11686526.01 Delievered Lumens: 3536 Input Watts: 37.1W Efficacy: 95 CCT: 4056K CRI: 94.9 M125 475 951 1426 1901 1 2 Maximum Candela = 1901 Located At Horizontal Angle = 22.5, Vertical Angle = .5 # 1 - Vertical Plane Through Horizontal Angles (90 - 270) # 2 - Vertical Plane Through Horizontal Angles (0 - 180) MI Optics / 37W LED / 4000K CCT Catalog #: L125-1B35-40-MI-X-04-XX-UNV Report #: 11686526.03 Delievered Lumens: 3551 Input Watts: 37.2W Efficacy: 96 CCT: 4056K CRI: 94.9 LED Recessed 265 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 88 Series Page 10 of 11 (Rev. 01/2019) L125Rx_SS_v[1B]2.0 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2019, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Photometry 412 823 1235 1646 1 2 Maximum Candela = 1646 Located At Horizontal Angle = 22.5, Vertical Angle = .5 # 1 - Vertical Plane Through Horizontal Angles (90 - 270) # 2 - Vertical Plane Through Horizontal Angles (0 - 180) PC Optics / 37W LED / 4000K CCT Catalog #: L125-1B35-40-PC-X-04-XX-UNV Report #: 11686526.04 Delievered Lumens: 3819 Input Watts: 37.2W Efficacy: 103 CCT: 4056K CRI: 94.9 M125 403 806 1209 1612 1 2 Maximum Candela = 1612 Located At Horizontal Angle = 22.5, Vertical Angle = .5 # 1 - Vertical Plane Through Horizontal Angles (90 - 270) # 2 - Vertical Plane Through Horizontal Angles (0 - 180) SD Optics / 37W LED / 4000K CCT Catalog #: L125-1B35-40-SD-X-04-XX-UNV Report #: 11686526.05 Delievered Lumens: 3786 Input Watts: 37.1W Efficacy: 102 CCT: 4056K CRI: 94.9 LED Recessed 266 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 88 Series Page 11 of 11 (Rev. 01/2019) L125Rx_SS_v[1B]2.0 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. Specification sheets found at www.selux.us are the most recent versions and supercede all other printed or electronic versions. Selux Corporation © 2019, T 845-834-1400, 800-735-8927, F 845-834-1401, www.selux.us Photometry M125 CCT multiplier applies to the photometry, IES files, and per foot values listed on page one (light engine). Light engine multiplier supplied for per foot values listed on page one (light engine).4000K 3500K 3000K 2700K L125 LED Direct Photometry Multiplier Table CCT Multiplier 1.000 0.972 0.963 0.931 LED Recessed 267 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 90 Description IP67. Inground uplight. Suitable for flush installation in concrete or earth. Special effects and distributions can be realized with linear lens, flood lens, 20° wall wash lens, or color filters. Beam Type symmetric, wide beam [W] Light Source LED-6/12W / 700 mA - 3000 K CRI 80 Gear Type electronic gear Nominal Luminous Flux (lm) LED Lumens 246 lm LEDs 6 Total Lumens 1476 lm Tj 85 °C Delivered Lumens Flux (lm) LED Lumens 192.8 lm Total Lumens 1156.6 lm Ta 25 °C Rated Input Power 15 W ETC320-FS LED 611-2329 1/6 WE-EF LIGHTING USA LLC 410-D Keystone Drive | Warrendale PA 15086 | U.S.A. | Tel +1 724 742 0030 | Fax +1 724 742 0035 | info.usa@we-ef.com | www.we-ef.com | 16-05-2019 16:46 268 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 90 Material Specification Body:Luminaire body constructed of deep drawn stainless steel. Outer housing composite material. Weight (lbs):10.10 Lens:Safety glass lens, max. load 5 tonnes Colours:Stainless Steel Quick Ship Quickship features a one week ship time for Steplights and two week ship time for the rest of our Core products. All applicable information must be included for orders to be processed and colours must be in one of our 4 standard finishes. A maximum order quantity of 30 pieces applies. Gasket:Silicone rubber gasket Fasteners:PCS polymer coated stainless steel Ingress protection:IP67 Impact protection:IK10+ Corrosion protection:5CE Mounting:Suitable for installation in concrete or earth. Suitable for walk-over and drive-over applications. Proper drainage and foundation support must be provided. Listings:ETL Listed. Suitable for Wet locations. Electrical Specification Power supply:120-277V / 50-60 Hz, Integral Driver Termination:Factory sealed termination chamber Cable:3 feet of flexible 18/3 cable ETC320-FS LED 611-2329 2/6 WE-EF LIGHTING USA LLC 410-D Keystone Drive | Warrendale PA 15086 | U.S.A. | Tel +1 724 742 0030 | Fax +1 724 742 0035 | info.usa@we-ef.com | www.we-ef.com | 16-05-2019 16:46 269 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 90 Lifetime LED >60,000 h Ta 25°C (L70/B10) Control gear >50,000 h Ta 25°C Dimming 0-10V available in request. Must be factory fitted. Optical Accessories Flood lens Broadens light distribution in all planes. C1 611-7208 Flood lens IO-360 3.78 Honeycomb louvre Honeycomb louvre, matt black Teflon® coated. For luminaires equipped with [M] [EE] [EES] light distribution. A maximum of one internal optical accessory. ETC320-FS LED 611-2329 3/6 WE-EF LIGHTING USA LLC 410-D Keystone Drive | Warrendale PA 15086 | U.S.A. | Tel +1 724 742 0030 | Fax +1 724 742 0035 | info.usa@we-ef.com | www.we-ef.com | 16-05-2019 16:46 270 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 90 C1 665-8232 Honeycomb Louvre IW 4.33 Linear spread lens Broadens light distribution in one plane only. Normally used with very narrow beam reflector. Internal component, factory installed. C1 611-7211 IO-180-ETC/EVC_20-FS-LED 4.33 ETC320-FS LED 611-2329 4/6 WE-EF LIGHTING USA LLC 410-D Keystone Drive | Warrendale PA 15086 | U.S.A. | Tel +1 724 742 0030 | Fax +1 724 742 0035 | info.usa@we-ef.com | www.we-ef.com | 16-05-2019 16:46 271 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 90 Wallwash lens Specifically developed for the lighting of architectural surfaces, in combination with WE-EF [M] symmetric medium beam LED optics. Luminaires fitted with the I0-20 wallwash lens are typically positioned at 0.125 x h away from the target surface and spaced up to 1.75 x d apart: h = height of wall/target surface d = 0.125 x h = distance from the wall/target surface s = 1.75 x d = spacing between luminaires The IO-20 LED wallwash lens is factory-installed within the luminaire. The factory-sealed qualities and advantages of the luminaire are fully maintained. C1 611-7205 IO-20-WW-ETC/EVC_20-FS-LED 4.33 ASC Lens Anti-Slip ceramic Coating ASC to DIN 51130 (Trip Classification 10) ETC320-FS LED 611-2329 5/6 WE-EF LIGHTING USA LLC 410-D Keystone Drive | Warrendale PA 15086 | U.S.A. | Tel +1 724 742 0030 | Fax +1 724 742 0035 | info.usa@we-ef.com | www.we-ef.com | 16-05-2019 16:46 272 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 90 C1 611-7202 ETC320 ASC Lens 3.78 Electrical Accessories Sealable junction box SJB sealable junction box, for inground mains connection. Provided with 3 UL4860 connectors C1 M1 M2 697-8072 Sealable junction box SJB 130 5.75 Ø 0.39 Ø 0.47 - 0.75 ETC320-FS LED 611-2329 6/6 WE-EF LIGHTING USA LLC 410-D Keystone Drive | Warrendale PA 15086 | U.S.A. | Tel +1 724 742 0030 | Fax +1 724 742 0035 | info.usa@we-ef.com | www.we-ef.com | 16-05-2019 16:46 280 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 93 Catalog Number Notes Type CONTRACTOR SELECT LIL LED Page 1 of 2 LIL LED Wall Mount Lighting The Lithonia Lighting® LIL wall pack is just 5 inch x 5 inch in size and delivers 800 lumens using only 8 watts. It is the ideal, compact “over-the-door” lighting solution for commercial and residential applications. FEATURES: ¡Replaces up to 100W incandescent lamps, saves 90% energy ¡Elegant and compact LED solution, Photocell and battery pack options available ¡Back box accessory available for conduit wiring Catalog Number UPC Description Replaces Up To Lumens Wattage CCT Voltage Finish Pallet qty. LIL LED 30K MVOLT DDBTXD 191848072998 WALL PACKS 100W INCANDESCENT/32W COMPACT FLUORESCENT 800 8W 3000K 120-277V TEXTURED DARK BRONZE 60 *LIL LED 30K MVOLT PE DDBTXD 191848073025 WALL PACKS 100W INCANDESCENT/32W COMPACT FLUORESCENT 800 8W 3000K 120-277V TEXTURED DARK BRONZE 60 LIL LED 40K MVOLT DDBTXD 191848072981 WALL PACKS 100W INCANDESCENT/32W COMPACT FLUORESCENT 800 8W 4000K 120-277V TEXTURED DARK BRONZE 60 *LIL LED 40K MVOLT PE DDBTXD 191848073032 WALL PACKS 100W INCANDESCENT/32W COMPACT FLUORESCENT 800 8W 4000K 120-277V TEXTURED DARK BRONZE 60 **LIL LED BB DDBTXD 191848073971 BACK BOX, CONDUIT N/A N/A N/A N/A N/A TEXTURED DARK BRONZE 60 Accessories: Order as separate catalog number. **LIL LED BB DDBTXD Back box for conduit entry applications, dark bronze - CI Code *249WXH More configurations are available. Click here or visit www.acuitybrands.com and search for LIL LED. Contractor Select™ *PE and EL options can't be ordered together. **BB option is not available with EL option. 281 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 93 One Lithonia Way, Conyers, GA 30012 | 770-922-9000 | www.lithonia.com © 2018 Acuity Brands Lighting, Inc. All rights reserved. Rev. 11/01/18 Page 2 of 2 CONTRACTOR SELECT LIL LED INTENDED USE: 7Ke versatilit\ oI /,/ /(' coPbines a sleeN coPSact Srofile ZitK SKotocell anG batter\ SacN options to provide a great solution for wall mount applications. LIL LED is ideal for replacing up to 100W incandescent or 32W CFL luminaires in installations above doors, balconies, garage or warehouse entrances, and security applications. It can also be used for decorative and general lighting in outdoor environments. CONSTRUCTION: Aluminum housing with textured dark bronze paint for lasting durability. The polycarbonate lens creates uniform light distribution, and it is UV resistant - great for outdoor environments! ELECTRICAL: LED technology provides long operating life (L70/50,000 hours at 25°C). Electronic drivers have a power factor >90% and THD <20% and a minimum 2.5kV surge rating. INSTALLATION Easily mounts to recessed junction boxes for surface mounting and conduit entry — use the back box with two 1/2" threaded conduit entry hubs. LISTINGS: UL Listed to U.S. and Canadian safety standards for wet locations. Rated for -40° C minimum to 40° C maximum ambient temperature. Tested in accordance with IESNA LM-79 and LM-80 standards. 'esign/igKts &onsortiuPp '/& TualifieG SroGuct. 1ot all versions oI tKis SroGuct Pa\ be '/& TualifieG. 3lease cKecN tKe '/& 4ualifieG 3roGucts /ist at ZZZ.GesignligKts.org43/ to confirP ZKicK versions are TualifieG. WARRANTY: 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. 6Secifications subMect to cKange ZitKout notice. Specifications Dimensions STANDARD Width: 5" Height: 5-1/8" Depth: 2-3/4" Weight: 1.5lbs WITH BATTERY PACK(EL): Width:5-7/8" Height: 6-1/8" Depth: 4-1/4" Weight: 3lbs All dimensions are inches (centimeters) unless otherwise indicated. 5.00 12.7 5.10132.72 6.9 5.10132.72 6.9 2.125.42.50 6.4 0.87 2.2 3.288.33.28 8.3 5.00 12.7 3.50 8.9 2.75 7 LIL LED XXK MVOLT ELLIL LED XXK MVOLT 4.22 10.7 5.87 14.9 6.0715.46.0715.44.0410.30.60 1.5 1.69 4.3 0.75 4.23 10.7 2.426.22.93 7.5 3.28 8.3 0.87 2.2 3.288.35.87 14.9 2.75 7 3.50 8.9 5.00 12.7 5.10132.72 6.9 5.10132.72 6.9 2.125.42.50 6.4 0.87 2.2 3.288.33.28 8.3 5.00 12.7 3.50 8.9 2.75 7 LIL LED XXK MVOLT ELLIL LED XXK MVOLT 4.22 10.7 5.87 14.9 6.0715.46.0715.44.0410.30.60 1.5 1.69 4.3 0.75 4.23 10.7 2.426.22.93 7.5 3.28 8.3 0.87 2.2 3.288.35.87 14.9 2.75 7 3.50 8.9 282 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 94 Optional Back Box (BBW) Height:4” (10.2 cm) Width:5-1/2” (14.0 cm) Depth:1-1/2” (3.8 cm) 5-1/2 4H W 1-1/2DFor 3/4” NPT side-entry conduit WST LED Architectural Wall Sconce Luminaire Catalog Number Notes Type Height:8-1/2” (21.59 cm) Width:17” (43.18 cm) Depth:10-3/16” (25.9 cm) Weight: 20 lbs (9.1 kg) One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Hit the Tab key or mouse over the page to see all interactive elements. Optional Back Box (PBBW) Height:8.49” (21.56 cm) Width:17.01” (43.21 cm) Depth:1.70” (4.32 cm) Specifications WST-LED Rev. 05/22/19 4.45 3.0 DFOR 3/4" NPTSIDE-ENTRY H W FOR 1/4"MOUNTING BOLTS H Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system-level interoperability. • All configurations of this luminaire meet the Acuity Brands’ specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTL® controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperability1 • This luminaire is part of an A+ Certified solution for ROAM® or XPoint™ Wireless control networks, providing out-of-the-box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background1 To learn more about A+, visit www.acuitybrands.com/aplus. See ordering tree for details. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam; Link to DTL DLL 283 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 94 The emergency battery backup is integral to the luminaire — no external housing required! This design provides reliable emergency operation while maintaining the aesthetics of the product. All emergency backup configurations include an independent secondary driver with an integral relay to immediately detect AC power loss, meeting interpretations of NFPA 70/NEC 2008 - 700.16 The emergency battery will power the luminaire for a minimum duration of 90 minutes (maximum duration of three hours) from the time supply power is lost, per International Building Code Section 1006 and NFPA 101 Life Safety Code Section 7.9, provided luminaires are mounted at an appropriate height and illuminate an open space with no major obstructions. The examples below show illuminance of 1 fc average and 0.1 fc minimum of the P1 power package and VF distribution product in emergency mode. 10' x 10' Gridlines 8' and 12' Mounting Height Emergency Battery Operation 8' MH 12' MH NOTES 1 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 2 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. 3 Also available as a separate accessory; see accessories information. 4 Top conduit entry standard. 5 Not available with VG or WG. See PER Table. 6 Reference Motion Sensor table. 7 Need to specify 120, 208, 240 or 277 voltage. 8 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. Shorting Cap included. 9 Not available with Emergency options, PE or PER options. 10 Not available with 347/480V. 11 Battery pack rated for -20° to 40°C. 12 Comes with PBBW. 13 Warranty period is 3-years. 14 Not available with BBW. 15 Must order with fixture; not an accessory. One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. WST-LED Rev. 05/22/19 A+ Capable options indicated by this color background. Accessories Ordered and shipped separately. WSTVCPBBW DDBXD U Premium Surface - mounted back box WSBBW DDBTX U Surface - mounted back box RBPW DDBXD U Retrofit back plate WST LED Series Performance Package Color temperature Distribution Voltage Mounting WST LED P1 1,500 Lumen package P2 3,000 Lumen package P3 6,000 Lumen package 27K 2700 K 30K 3000 K 40K 4000 K 50K 5000 K VF Visual comfort forward throw VW Visual comfort wide MVOLT1 1202 2082 2402 2772 347 2 480 2 Shipped included (blank)Surface mounting bracket Shipped separately BBW Surface-mounted back box3 PBBW Premium surface-mounted back box3,4 Options Finish (required) NLTAIR2 PIR nLIGHT AIR Wireless enabled motion/ambient sensor for 8'-15' mounting heights 5,6 NLTAIR2 PIRH nLIGHT AIR Wireless enabled motion/ambient sensor for 15'-30' mounting heights 5,6 PE Photoelectric cell, button type 7 PER NEMA twist-lock receptacle only (controls ordered separate) 8 PER5 Five-wire receptacle only (controls ordered separate) 8 PER7 Seven-wire receptacle only (controls ordered separate) 8 PIR Motion/Ambient Light Sensor, 8-15' mounting height5,6 PIR1FC3V Motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 1fc 5,6 PIRH 180° motion/ambient light sensor, 15-30' mounting height 5,6 PIRH1FC3V Motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 1fc 5,6 SF Single fuse (120, 277, 347V)2 DF Double fuse (208, 240, 480V)2 DS Dual switching9 E7WH Emergency battery backup, Non CEC compliant (7W)10 E7WC Emergency battery backup, CA Title 20 Noncompliant (cold, 7W)10,11 E7WHR Remote emergency battery backup, CA Title 20 Noncompliant (remote 7W)10,12 E20WH Emergency battery pack 18W constant power, Certified in CA Title 20 MAEDBS10 E20WC Emergency battery pack -20°C 18W constant power, Certified in CA Title 20 MAEDBS10,11 E23WHR Remote emergency battery backup, CA Title 20 Noncompliant (remote 20W)10,11,13 LCE Left side conduit entry14 RCE Right side conduit entry14 Shipped separately RBPW Retrofit back plate3 VG Vandal guard15 WG Wire guard15 DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DSSXD Sandstone DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white DSSTXD Textured sandstone WST LED P1 27K VF MVOLT E7WH WST LED P2 40K VF MVOLT E20WH 8' MH 12' MH Ordering Information EXAMPLE: WST LED P1 40K VF MVOLT DDBTXD 284 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 94 Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. Performance Package System Watts (MVOLT1) Dist. Type 27K (2700K, 70 CRI) 30K (3000K, 70 CRI) 40K (4000K, 70 CRI) 50K (5000K, 70 CRI) Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P1 12W VF 1,494 0 0 0 125 1,529 0 0 0 127 1,639 0 0 0 137 1,639 0 0 0 137 VW 1,513 0 0 0 126 1,548 0 0 0 129 1,659 0 0 0 138 1,660 0 0 0 138 P2 25W VF 3,163 1 0 1 127 3,237 1 0 1 129 3,469 1 0 1 139 3,468 1 0 1 139 VW 3,201 1 0 0 128 3,276 1 0 0 131 3,512 1 0 0 140 3,512 1 0 0 140 P3 50W VF 6,025 1 0 1 121 6,165 1 0 1 123 6,609 1 0 1 132 6,607 1 0 1 132 VW 6,098 1 0 1 122 6,240 1 0 1 125 6,689 1 0 1 134 6,691 1 0 1 134 Performance Data One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Lumen Output Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers Ambient Lumen Multiplier 0°C 32°F 1.03 10°C 50°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 40°C 104°F 0.98 Projected LED Lumen Maintenance Values calculated according to IESNA TM-21-11 methodology and valid up to 40°C. Operating Hours 0 25,000 50,000 100,000 Lumen Maintenance Factor 1.0 >0.95 >0.92 >0.87 WST-LED Rev. 05/22/19 Current (A) Performance package System Watts 120 208 240 277 347 480 P1 11 0.1 0.06 0.05 0.04 ------ 14 ------------0.04 0.03 P1 DS 14 0.12 0.07 0.06 0.06 ------ P2 25 0.21 0.13 0.11 0.1 ------ 30 ------------0.09 0.06 P2 DS 25 0.21 0.13 0.11 0.1 ------ P3 50 0.42 0.24 0.21 0.19 ------ 56 ------------0.16 0.12 P3 DS 52 0.43 0.26 0.23 0.21 ------ Electrical Load Control PER (3 wire) PER5 (5 wire)PER7 (7 wire) Wire 4/Wire5 Wire 4/Wire5 Wire 6/Wire7 Photocontrol Only (On/Off)Wired to dimming leads on driver Wired to dimming leads on driver Wires Capped inside fixture ROAM Wired to dimming leads on driver Wired to dimming leads on driver Wires Capped inside fixture ROAM with Motion Wired to dimming leads on driver Wired to dimming leads on driver Wires Capped inside fixture Futureproof*Wired to dimming leads on driver Wired to dimming leads on driver Wires Capped inside fixture Futureproof* with Motion Wired to dimming leads on driver Wired to dimming leads on driver Wires Capped inside fixture Recommended Will not work Alternate *Futureproof means: Ability to change controls in the future. Motion Sensor Default Settings Option Dimmed State High Level (when triggered) Photocell Operation Ramp-up Time Dwell Time Ramp-down Time *PIR or PIRH 3V (37%) Output 10V (100%) Output Enabled @ 5FC 3 sec 5 min 5 min PIR1FC3V or PIRH1FC3V 3V (37%) Output 10V (100%) Output Enabled @ 1FC 3 sec 5 min 5 min *for use with site wide Dusk to Dawn control PER Table 285 | 287 ARKANSAS ARTS CENTER Architectural Lighting Fixture Datasheets 60% Construction Documents & Bid Six June 7, 2019 (SEE ATTACHED LIGHTING FIXTURE SCHEDULE)SECTION 26 5110 - ARCH LIGHTING FIXTURES Pos. 94 To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s WST LED homepage. 0 0 11 22 33 44 -1 -2 -3 -4 1 2 3 40 0 11 22 33 44 -1 -2 -3 -4 1 2 3 4 Photometric Diagrams FEATURES & SPECIFICATIONS INTENDED USE The classic architectural shape of the WST LED was designed for applications such as hospitals, schools, malls, restaurants, and commercial buildings. The long life LEDs and driver make this luminaire nearly maintenance-free. CONSTRUCTION The single-piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer from the internal light engine heat sinks and promote long life. The driver is mounted in direct contact with the casting for a low operating temperature and long life. The die-cast door frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, providing an IP65 rating for the luminaire. FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum, sandstone and white. Available in textured and non-textured finishes. OPTICS Well crafted reflector optics allow the light engine to be recessed within the luminaire, providing visual comfort, superior distribution, uniformity, and spacing in wall-mount applications. The WST LED has zero uplight and qualifies as a Nighttime Friendly™ product, meaning it is consistent with the LEED® and Green Globes™ criteria for eliminating wasteful uplight. ELECTRICAL Light engine(s) consist of 98 high-efficacy LEDs mounted to a metal core circuit board and integral aluminum heat sinks to maximize heat dissipation and promote long life (100,000 hrs at 40°C, L87). Class 2 electronic driver has a power factor >90%, THD <20%. Easily- serviceable surge protection device meets a minimum Category B (per ANSI/IEEE C62.41.2). INSTALLATION A universal mounting plate with integral mounting support arms allows the fixture to hinge down for easy access while making wiring connections. LISTINGS CSA certified to U.S. and Canadian standards. Luminaire is IP65 rated. PIR and back box options are rated for wet location. Rated for -30°C to 40°C ambient. DesignLights Consortium® (DLC) Premium qualified product. Not all versions of this product may be DLC Premium qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. WARRANTY 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/resources/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved. Isofootcandle plots for the WST LED P3 40K VF and VW. Distances are in units of mounting height (10’). LEGEND 0.1 fc 0.5 fc 1.0 fc 5.0 fc Test No. 30965P32 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 VF Test No. 31115P32 tested in accordance with IESNA LM-79-08.4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 VW Distribution overlay comparison to 175W metal halide. LEGEND WST LED, 0.5 fc WST HID, 0.5 fc 10’ W Sidewalk LLDs: WST HID = 0.72 WST LED = 0.95 WST LED P3 40K VF, WST 175M FT Probe, 12’ Mounting Ht WST HID: 213W WST LED: 50W WST-LED Rev. 05/22/19 EXHIBIT G2 - EXTERIOR BUILDING LIGHTING NOT FORCONSTRUCTION NOT FORCONSTRUCTION NOT FORCONSTRUCTION NOT FORCONSTRUCTION NOT FORCONSTRUCTION NOT FORCONSTRUCTION EXHIBIT H - ROOF MATERIAL PLAN AND RTU LOCATIONS F UP b.16b.1 b.2 b.4 b.6 b.8 b-9.1 b.10 b.12 c.13.6 b.18 b.20 b.22 b.24 b.26 b.28 b.29 b.30 d.2 a.4a.3c.14c.13c.11c.10c.8c.7c.5c.4c.3c.2c.1.4c.1 c.T c.S c.R c.P c.N.7 c.N c.M c.L c.K c.J c.H c.G a.Ac.F c.E c.D c.C c.B c.A.9 a.B c-A.5 c.A a.C b.Rb.R d.8 b.Q b.P d.7 b.Ob.O b.Nb.N d.6 b.M a.G.5 b.Lb.L b.K b.Jb.J b.G.8 b.G.2 b.G b.F b.Eb.E b.Db.D b.C b.B.5 b.B b.A.5 b.Ab.A d.A1/2" / 1'-0"d.3 d.4 d.5 d.B d.C c.2.2 c.6 c.12 b.13 a.0 a.1 a.2 c.15 c.15.3 c.16 c.16.3 c.18 LP = +19'-0" HP = +28'-0" LP = +19'-0" HP = +28'-0" HP = +28'-0" LP = +19'-0" LP = +19'-0" HP = +28'-0" LP = +19'-0" HP = +28'-0" HP = +19'-0" SC, CUSTOM SC, CUSTOM SC, CUSTOM LP = +28'-8" SC, CUSTOM HP = +35'-8" LP = +29'-8" HP = +35'-8" LP = +29'-8" SC, CUSTOM 33' - 2"33' - 2" c.9c.9.4 d-42 RF-3RF-3 RD RD RD RF-3 NEW AHU 5NEW AHU 4EF EF EF1/4" / 1'-0"1/4" / 1'-0"3/8" / 1'-0" 3/8" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"3/8" / 1'-0" 3/8" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0" RF-1 RF-1 RF-1 RF-3 RF-3 RF-3 RF-3 RF-1 RF-1 RF-3 RF-4 RF-4 RF-4 RF-3 RF-3 RF-3RF-3d.19 d.21 d.20 1/4" / 1'-0"1/4" / 1'-0" A C B2 D KEY PLAN B1 A NEW RF-1 ON INSUL-6 ROOFING ASSEMBLY EX. TPO ROOFING ASSEMBLY TO REMAIN WITH NEW RF-3 COATING NEW RF-1 ON INSUL-6 ROOFING ASSEMBLY AT EXISTING AREA OF FULL ROOF TEAROFF EX. MOD. BIT. ROOFING ASSEMBLY TO REMAIN WITH NEW RF-3 COATING . WORK LIMITED TO PATCHING AS REQUIRED BY MECHANICAL AND PIPING DEMOLITION AND NEW WORK NEW RF-2 ON INSUL-6 NEW MOD. BIT. ROOFING ASSEMBLY TO TIE-IN TO EXISTING MOD. BIT ROOFING TO REMAIN -WITH NEW RF-3 COATING. WORK LIMITED TO PATCHING AND NEW ROOF TIE-IN INFILL AREA OF NEW RF-4 ASSEMBLY TO TIE INTO EXISTING MOD. BIT. ROOFING TO REMAIN - WITH NEW RF-3 COATING ROOFING LEGEND DASHED LINE INDICATES ROOF TO REMAIN AS IS ALL EXISTING ROOF MECHANICAL EQUIPMENT AND MECHANICAL CURBS ARE TO BE REMOVED. VISIT SITE FOR FULL SCOPE OF WORK PRIOR TO BIDDING. ALL EXISTING ROOF DRAINS IN AREAS TO REMAIN ARE TO BE REPLACED WITH NEW DRAIN & PIPING - REFER TO PLUMBING DRAWINGS FOR FULL SCOPE OF WORK. EXISTING THROUGHWALL SCUPPERS AND DOWNSPOUTS ARE TO REMAIN U.N.O. AT EXISTING MODIFIED BIT ROOFING SYSTEM TO REMAIN. PATCH ROOF PER MANUFACTURE'S RECOMMENDATIONS AT ANY ABANDONED PIPE AND MECHNICAL PENETRATIONS, MECHANICAL SUPPORTS, MECHANICAL EQUIPMENT REMOVALOR DAMAGE FROM DEMOLITION OF SAID ITEMS. AT EXISTING TPO ROOFING SYSTEM TO REMAIN. PATCH ROOF PER MANUFACTURE'S RECOMMENDATIONS AT ANY ABANDONED PIPE AND MECHNICAL PENETRATIONS, MECHANICAL SUPPORTS, MECHANICAL EQUIPMENT REMOVALOR DAMAGE FROM DEMOLITION OF SAID ITEMS FIELD INSPECT EXISTING NORTH PARAPET COPING CAP AND REPAIR/REPLACE TO PROVIDE CONTINUOUS CAP MEETING INDUSTRY ROOF STANDARDS. GENERAL ROOF NOTES Drawing Number: Project No : Civil Engineer 7302 Kanis Road Little Rock, AR 72204 Sheet Title : Drawn : Checked : Date : Scale : McClelland Consulting Engineers Landscape Architect 277 Broadway Suite 1606 New York, NY 10007 SCAPE Mechanical / Electrical / Plumbing / Fire Protection 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Structural Engineer + Enclosure Consultant 330 N. Wabash Avenue, Suite 1500 Chicago, IL 60611 Thornton Tomasetti Environmental Design Consultant 303 W. Erie Street Suite 510 Chicago, IL 60654 db | HMS Lighting Designer Jagdweg 16 D-53155 Bonn, Germany Licht Kunst Licht AG Acoustical / Theatrical / AV Consultant 35 East Wacker Drive, Suite 1800 Chicago, IL 60601 ARUP T 312.596.2000 T 312.915.0557 T 212.462.2628 T 501.371.0272 T 312.849.5610 Associate Architect 2222 Cottondale Lane Suite 100 Little Rock, AR 72202 Polk Stanley Wilcox Architects T 501.378.0878 1520 W. Division Street Chicago, Illinois 60642 T 773.384.1212 ARCHITECT OF RECORD ARKANSAS ARTS CENTER N O T F O R C O N S T R U C T IO N GENERAL NOTES 1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2019. STUDIO GANG ARCHITECTS. 2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCRAPENCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK. DO NOT SCALE THESE DRAWINGS. MacArthur Park 501 East 9th Street Little Rock, AR 72202 LITTLE ROCK, ARKANSAS T 312.915.0557 T 49.228.91422-10 2019 Studio Gang Architectsc 123456789101112 A B C D E F G H I J As indicated A-104 06/07/19 ROOF PLAN 16061 CP AP N SCALE:1/16" = 1'-0" ROOF PLAN1 No. Issued for Date 01 75% Schematic Design for Pricing 04/27/2018 02 70% Design Development for Pricing 10/26/2018 03 100% Design Development 01/31/2019 04 60% Construction Documents & Bid Six 06/07/2019 NOT FOR CONSTRUCTION 1 EXPERIENCE THE ULTIMATE IN COOL ROOFING TECHNOLOGY. Firestone UltraPlyTM TPO Membranes YEARS SINCE 1996 RF-1 2 ULTRAPLY TPO SYSTEM OPTIONS • Mechanically attached, fully adhered, self-adhered and ballasted systems • Installed in 5’, 6’, 8', 10' and 12'4" widths • Available in white, tan or gray • Designed for low-slope application Firestone UltraPly TPO Exceptional building performance starts at the top. Significant reduction in roof’s surface temperature. Greater energy efficiency. More indoor comfort and lower electricity bills. It’s no surprise that thermoplastic polyolefin (TPO) roofs are the fastest growing, sustainable commercial roofing products available. And with two decades of TPO experience, Firestone proudly stands behind our family of UltraPly TPO products. Introduced in 1996, our TPO formulation is designed to provide excellent ozone and chemical resistance, ensuring long-term roof performance. Plus, TPO is environmentally friendly, offers superior puncture resistance (especially against hail) and costs less than competitive roofing materials. So you can stay at the top of your game – sustainably. 2 3 ENHANCED ENERGY EFFICIENCY White reflective surface exceeds the EPA’s ENERGY STAR® requirements White, tan and gray are listed with the Cool Roof Rating Council (CRRC) White is compliant with California’s Title 24 Energy Efficiency Building Standards and can be used to gain credits with Leadership in Energy and Environmental Design (LEED®) certification LONG-LASTING PERFORMANCE Resists degradation from ultraviolet (UV) radiation and ozone Guards against erosion from harmful chemicals and microbial growth Performs at more than three times the ASTM International standard for weathering resistance SUPERIOR DURABILITY AND STRENGTH Average thickness over scrim exceeds ASTM D6878 standard on 45-mil, 60-mil and 80-mil Provides enhanced puncture, tear and abrasion resistance LESS ENVIRONMENTAL IMPACT Firestone’s manufacturing plants are ISO-9001-certified and located to provide nationwide coverage Can add LEED points to the design, construction, operation and maintenance of a commercial building Proximity of product availability reduces greenhouse gas emission and contributes to energy conservation Does not contain chlorinated or halogenated components EXCELLENT WIND UPLIFT RESISTANCE Firestone Wide-Weld™ TPO seaming technology creates a full-width seam extending on both sides of the seam attachment Process allows uplift forces to be distributed uniformly along all edges of the fastening system for improved wind resistance TOP FIVE BENEFITS OF ULTRAPLY TPO See what a partnership with Firestone can bring to your building. LEGENDARY WARRANTIES 3 4 UltraPly TPO PlatinumTM Systems Extend your roof life – and peace of mind. In addition to long-lasting performance, UltraPly TPO Platinum Systems deliver: Exceptional 30-year warranty coverage 80-mil thick reinforced membrane Mechanical or fully adhered attachments Excellent field seams and high-wind ratings Chlorine - and halogenate-free components Exceeds EPA’s ENERGY STAR requirements (white only) Variety of warranties including punture, wind and hail PATENTED WIDE-WELD SEAMING TECHNOLOGY Superior strength for high-wind areas Higher wind uplift ratings than traditional single-weld systems Full-width seam distributes uplift forces uniformly UltraPly TPO Platinum Products 1. Firestone UltraPly TPO Platinum with Wide-Weld Seam Technology 2. Firestone Batten Strip and Fasteners 3. Firestone HailGard™ Fasteners 4. Firestone HailGard Insulation 5. Roof Deck UltraPly TPO Platinum Mechanically Attached UltraPly TPO Platinum Fully Adhered 1. Firestone UltraPly TPO Platinum with Wide-Weld Seam Technology 2. Firestone UltraPly TPO Bonding Adhesive 3. Firestone HailGard Fasteners 4. Firestone HailGard Insulation 5. Roof Deck 1 2 3 4 5 2 3 1 4 5 4 MULTIPLE TYPES OF PLATINUM WARRANTIES AVAILABLE Puncture: Coverage for incidental punctures Puncture/hail: Coverage for punctures up to 2” diameter hail Puncture/hail/wind: Coverage for punctures, hail and 100 mph wind 5 UltraPly TPO SA with Secure Bond™ Technology Firestone Building Products UltraPly TPO SA with Secure Bond Technology is a self-adhering membrane with a revolutionary, factory applied, pressure sensitive adhesive. Designed to be the next generation in fully adhered roof system application, Firestone’s Secure Bond Technology ensures uniform adhesion coverage across the entire membrane, creating the most powerful bond possible. This advanced technology significantly improves installation speed over traditional TPO fully adhered systems and widens the weather window, with the ability to install down to 20°F. Creating the most powerful bond possible. COLD AND HOT WEATHER PERFORMANCE ADHESIVE STRENGTH INSTALLATION SPEED ODORLESS & SAFE Significantly expand your annual installation window, even down to 20 0F with outstanding adhesion. Secure Bond Technology creates a bond twice as strong* as the nearest self-adhered membrane competitor, while also significantly outperforming liquid LVOC adhesives. (*Under specific laboratory conditions) Installs from two to five times faster than standard fully adhered applications depending on ambient conditions. With zero Volatile Organic Compounds (VOCs), Secure Bond Technology is compliant with all state VOC regulations, is safe for the contractor, building occupants and the environment. SECURE BOND TECHNOLOGY Meets or exceeds all ASTM requirements UL and FM tested and approved Covered by Firestone’s Red ShieldTM Warranty 66 Three thickness options – XR 100 (45-mil), XR 115 (60-mil) and XR 135 (80-mil) Quick and easy installation methods, especially efficient for large areas LVOC low-rise foam adhesive options from Firestone (XR StickTM and I.S.O.SprayTM S Adhesives) specifically designed for use with UltraPly TPO XR membrane Superior cut and puncture resistance, enhancing sustainability Excellent resistance to microbial growth, environmental pollutants and UV rays CRRC-rated and may contribute to LEED points Ideally suited for reroof applications and new construction Firestone UltraPly TPO XR Greater versatility. Easy choice. Whether you’re installing a new roof or covering your existing system, UltraPly TPO XR has your back. Reinforced with eight-ounce, nonwoven polyester fleece, UltraPly TPO XR membrane combines the attributes of UltraPly TPO membrane with a fleeceback material. So you and your building benefit from: 7 The InvisiWeld™Fastening System Using advanced technology, the InvisiWeld Fastening System mechanically installs UltraPly TPO roofs – without fasteners penetrating the roofing membrane. So you get labor and material savings, more wind uplift resistance and a more balanced load distribution across the whole roof. UltraPly TPO Accessories 7 At Firestone Building Products, we’re proud to provide our customers with a line of UltraPly TPO membranes and accessories that are backed by a history of excellence and the exclusive Red Shield Warranty. Because we know your job requires a complete solution that goes beyond the products you need – it’s our job to supply just that. Adhesives UltraPly Bonding Adhesive Water Based Bonding Adhesive P Single-Ply LVOC Bonding Adhesive Single-Ply LVOC Bonding Adhesive 1168 UltraPly TPO XR Bonding Adhesive XR Stick Adhesive QuickSeamTM UltraPly TPO QuickSeam 5.5” & 9.5” Flashing UltraPly Quickseam RMA Strip UltraPly Quickseam RPF Strip UltraPly Quickseam Pipe Boots QuickSeam Safety Strip SinglePly QuickPrime™ Primer 8 Partnering with Firestone Building Products means superior support that goes beyond the materials you need for your projects. We look at the big picture with you, taking the entire building envelope into consideration, so we can provide you with a complete solution. For exceptionally performing building materials backed by the services, warranty and expertise you need... Count on Firestone. For more information, ask your local Firestone sales rep or visit firestonebpco.com. Item #1165 11/16 (Replaces 04/16) FIRESTONE BUILDING PRODUCTS 250 WEST 96TH ST., INDIANAPOLIS, IN 46260 CORPORATE OFFICE: (800) 428-4442 • (317) 575-7000 /FirestoneBuildingProducts @FirestoneBPCo Note: This brochure is meant only to highlight Firestone’s products and specifications. Information is subject to change without notice. ALL products and specifications are listed in approximate weights and measurements. For complete product and detail information, please refer to the Technical Manual. Firestone takes responsibility for furnishing quality materials which meet Firestone’s published product specifications. As neither Firestone itself nor its representatives practice architecture, Firestone offers no opinion on, and expressly disclaims any responsibility for, the soundness of any structure on which its products may be applied. If questions arise as to the soundness of a structure or its ability to support a planned installation properly, the owner should obtain opinions of competent structural engineers before proceeding. Firestone accepts no liability for any structural failure or for resultant damages, and no Firestone representative is authorized to vary this disclaimer. ROOFING Décor Roof Systems RF-2 Sarnafil Décor Roof Systems TAKE ROOFING TO A NEW LEVEL * ENERGY STAR for roofing products is only valid in the United States. ** See product data sheets for reflectivity and emissivity ratings. Sarnafil MILESTONE MANAGEMENT® The Sarnafil Milestone Management process integrates proven materials, skilled workmanship, and expert assistance into every phase of every project for comprehensive quality control. The result: peace of mind for architects, engineers, owners, and occupants alike. Realize your design with Sarnafil® Décor Roof Systems. Décor is the ideal choice for new or existing buildings that call for the appearance of a metal roof, yet require maximum watertight performance. Décor Roof Systems deliver… AESTHETICS of metal roofs, but the watertight integrity of hot-air welded thermoplastic membrane. DESIGN FLEXIBILITY to express your creativity as never before—regardless of roof slope, shape, or complexity. PROVEN PERFORMANCE spanning 50+ years of delivering long-lasting, high-quality roofing systems. LOW LIFE-CYCLE COSTS driven by minimal maintenance requirements and exceptional system longevity. THICKNESS GUARANTEE PROGRAM that goes beyond industry standards and ensures that all Sarnafil-branded membranes meet or exceed labeled thickness. EnergySmart Roof® colors that meet ENERGY STAR®,* Title 24, LEED® and Green Globes® requirements for solar reflectance and emissivity ratings.** Improve the energy saving performance of your roof by choosing one of four EnergySmart Roof colors. Décor is available in seven standard colors: White, Tan, Light Gray, Patina Green, Lead Gray, Copper Brown, Evergreen, or a nearly unlimited number of custom colors. Because of printing process variations, colors shown in this brochure may vary slightly from actual membrane colors. Call Sika Corporation—Roofing at (800) 576-2358 to request membrane samples. EnergySmart Roof COLORS ON TOP ROW. ON THE COVER: A beautiful Décor Roof System adorns the grandstand paddock at Meadowlands Racing and Entertainment in East Rutherford, New Jersey. The roof was installed by Pfister Industriec, Inc., of Paterson, New Jersey. PROJECT: Traverse Bay Area Intermediate School District, Traverse City, MI ARCHITECT: Architecture Technology, Traverse City, MI ROOFING CONTRACTOR: Bloxsom Roofing and Siding Company, Traverse City, MI THE CHALLENGE: Select a roofing system that will perform well over time and be aesthetically pleasing THE SOLUTION: Sarnafil Décor Roof System in Copper Brown “ THE Décor Roof System GAVE THE SCHOOL DISTRICT THE PERFORMANCE THEY NEEDED, WITH THE APPEARANCE THEY WANTED.” — Richard Skendzel, president of Architecture Technology Structural Deck Vapor Retarder Insulation Sarnafil G Membrane Profile Gypsum Roof Board Décor Profile Sarnafil Décor Roof Systems BECAUSE APPEARANCE COUNTS A Décor Profile hot-air welded to the membrane surface mimics the appearance of a standing seam metal roof. You enjoy the appearance of metal without the cost or performance issues.* DESIGN FLEXIBILITY With Décor, you are no longer held hostage to roof or building geometry. You can expand your artistic expression without being limited by roofing materials that are ill-suited to free-form design and require expensive recaulking and other annual maintenance. The result, the finished roof conforms to your design. FREEDOM TO CHOOSE n Décor colors: White, Tan, Light Gray, Patina Green, Lead Gray, Copper Brown, Evergreen, or a custom color. Or, one color for ribs, another for membrane n Rib length and spacing n The positioning of ribs before they are hot-air welded in place Décor PROFILES have the same product formulation as the Sarnafil membrane, ensuring that colors match, both initially and over time. The ribs come in 10-foot sections that are connected on the roof and permanently fused to the Sarnafil membrane using the Sarnamatic hot-air welder. The Sarnamatic is designed specifically to weld Sarnafil membranes and includes a patented** kit for welding Décor Profiles. The Sarnamatic automatic seam welder. * *U.S. patent numbers 6,325,126; 6,533,014; 6,453,964; and 6,554,947 * As with all roof system assemblies, appearance may vary due to roof deck conditions, system buildup or other conditions specific to the project. “ THE POWERFUL GEOMETRIES OF THE ISLAND AND LAND WINGS OF EXPLORATION PLACE REQUIRED A ROOFING SYSTEM THAT WOULD LEND ITSELF TO THE POSITIVE AND NEGATIVE TOROIDAL FORMS OF THE ROOFS.” — Hugh Phillips, principal at Moshe Safdie and Associates PROJECT: Exploration Place, Wichita, KS ARCHITECT: Moshe Safdie & Associates, Boston, MA ROOFING CONTRACTOR: Buckley Roofing Co., Inc., Wichita, KS THE CHALLENGE: Select a roofing system that will meet the architect’s design objectives THE SOLUTION: Sarnafil Décor Roof System in custom colored Cement Gray Sarnafil MEMBRANES MEET OR EXCEED ALL ASTM D-4434 REQUIREMENTS Parameters ASTM Test Method Minimum ASTM D-4434 Requirements Sarnafil G-410 Membrane* Reinforcing material ——Fiberglass *Based on… Overall thickness, mil D751 45 60 Thickness above scrim, mil —16 27 Felt Weight oz/yd2 ——9 Breaking Strength, lbf/in (N)D751 55 (245)80 (356) Elongation at break, min. Machine direction % Cross direction % D751 — 250 220 250 220 Seam strength,**Failure occurs min. (% of original) D751 75 Pass Retention of properties after heat aging D3045 —— Tensile strength, min. (% of original) D751 90 Pass Elongation, min. (% of original)D751 90 Pass Tearing resistance, lbf (N)D1004 10 (45.0)17.5 (78) Low temperature bend, -40°F (-40°C) D2136 Pass Pass Accelerated weathering test (Fluorescent light, UV exposure) G154 5,000 Hours 10,000 Hours Cracking (7X magnification)—None None Discoloration (by observation)—Negligible Negligible Crazing (7X magnification)—None None Linear dimensional change (CD), % D1204 0.10% max.-0.02% Weight change after immersion in water D570 ±3.0%1.9% Static puncture resistance, 33 lbf (15 kg) D5602 Pass Pass Dynamic puncture resistance, 7.3 ft-lbf (10 J) D5635 Pass Pass Sarnafil Décor Roof Systems BECAUSE PERFORMANCE IS MANDATORY Manufacturing high-quality roofing systems for over 50 years, Sika has more experience than any other North American thermoplastic membrane manufacturer. Our roofs have proved their worth consistently, again and again, regardless of climate. Sarnafil MEMBRANE UP CLOSE . . . Décor Roof Systems use Sarnafil G410 thermoplastic vinyl membrane, a time-tested product that has proved its ability to withstand weather extremes in all climates around the world. The membrane has an integral fiberglass reinforcement that provides exceptional dimensional stability and a low coefficient of thermal expansion. A felt backing on the membrane helps to achieve a smooth appearance over common roofing substrates. G410 membrane is hot-air welded to produce watertight seams that are even stronger than the membrane itself. And, unlike metal roofs, where penetrations and detailing are a common source of leakage, Décor’s hot-air welded flashings remain watertight. . . . AND OVER THE LONG HAUL. All told, Sika has manufactured billions of square feet of thermoplastic membrane and has more than 50 years of vinyl membrane production experience. And we back up our membrane performance with a choice of warranty durations and types of coverage. WE’LL SHOW YOU THE DIFFERENCE. NOW. Let Sika show you how good your building can look with a Décor Roof System. Request your FREE informative Décor Design Guide. Call 1-800-576-2358. Sarnafil membrane consistently comes out on top in independent testing of roof membrane performance. Décor Roof Systems meet or exceed all relevant standards, including those of ASTM, UL, and Factory Mutual.The finished roof conforms to your design. * Based on typical membrane properties.Variations in manufacturing may occur. ** Failure occurs through membrane rupture, not seam failure. “ THE Sarnafil Décor Roof System RESULTED IN A SAVINGS OF ABOUT ONE MILLION DOLLARS.” — Robert Marz, vice president at Roth Marz Partnership PROJECT: Erie Intermodal Transportation Center, Erie, PA ARCHITECT: Roth Marz Partnership P.C., Erie, PA ROOFING CONTRACTOR: A.W. Farrell and Son, Inc., Erie, PA THE CHALLENGE: A cost-effective roofing system that will meet the architect’s design objectives THE SOLUTION: Sarnafil Décor Roof System in Patina Green GLOBAL BUT LOCAL PARTNERSHIP 1152/5M/0915 © Sika Corporation. Printed with soy inks on stock containing 30% post consumer fiber.SIKA CORPORATION—ROOFING 100 Dan Road Canton, MA 02021 Tel: 800-451-2504 Fax: 781-828-5365 usa.sarnafil.sika.com webmaster.sarnafil@us.sika.com Our most current General Sales Conditions shall apply. Please consult the Product Data Sheet prior to any use and processing. ISO 14001: 2004-Compliant ENERGY STAR® for roofing products is only valid in the United States. ENERGY STAR® is a trademark of the U.S. EPA. LEED® is a trademark of the U.S. Green Building Council. Green Globes® is a trademark of the Green Building Initiative. WHO WE ARE The commercial roofing industry has relied on thermoplastic single-ply membranes from Sika for more than 50 years to achieve sustainable roofing and waterproofing solutions. Sika is a globally active specialty chemicals company. Sika supplies the building and construction industry as well as manufacturing industries (automotive, bus, truck, rail, solar and wind power plants, facades). Sika is a leader in processing materials used in sealing, bonding, damping, reinforcing and protecting load-bearing structures. Sika’s product lines feature high-quality concrete admixtures, specialty mortars, sealants and adhesives, damping and reinforcing materials, structural strengthening systems, industrial flooring as well as roofing and waterproofing systems. QUICK REFERENCE GUIDE YOUR REQUIREMENTS ARE…Décor Roof Systems PROVIDE… Aesthetics • Metal roof appearance with standing-seam profiles • Only thermoplastic membrane with factory-applied acrylic coating Design flexibility • Any roof size, shape, or slope • Rib design: Décor Profile, in any length and spacing • Seven standard colors or nearly unlimited custom colors available Watertight integrity • Quality that meets or exceeds ASTM standards with watertight, hot-air welded seams • Permanent watertight flashing and detailing Proven performance • An industry veteran that has produced billions of sq. ft. of membrane since 1962 • More than 50 years of vinyl membrane production history • Material that consistently ranks as the highest quality thermoplastic membrane in independent testing Low life-cycle costs • Long-lasting membrane that does not rust or corrode • Membrane that requires no resurfacing or recoating • Hot-air welded seams that require no maintenance SILICONE GacoFlexS20 Solvent-Free 100% Silicone Coating Whether your roof is large or small, flat or sloped, GacoFlex S20 Series Solvent-Free 100% Silicone Roof Coatings provide a proven, guaranteed solution for renewing your weathered and leaking roof. They can be applied to virtually any existing roof to create a durable, glossy, seamless membrane that seals and protects against permanent ponding water, ultraviolet light and severe weather. GacoFlex S20 is GacoFlex S20 Home / Products / Silicone / GacoFlex S20 Search ...NOW PART OF FIRESTONE BUILDING PRODUCTS HOME PRODUCTS CONTRACTOR / DEALER BUILDER / OWNER ARCHITECT HOMEOWNER SOLUTIONS RF-3 certified to NSF P151, an independent testing protocol for rainwater catchment systems, and found not to impart contaminants that exceed the U.S. Environmental Protection Agency’s drinking water regulations or advisories. Benefits Downloads Videos 100% SILICONE. A single component elastomeric coating ideal for renewing your weathered and leaking roof. HIGH SOLIDS. GacoFlex solvent-free silicone coatings are made almost entirely of solids. 95% of what is in the can stays on the roof! WORKABILITY. GacoFlex S20 Series can be applied to virtually any existing roof to create a seamless membrane in one coat on smooth surfaces. The coating can also be rained on within 2 hours. FM APPROVED. S20 does not change the FM rating for fire, wind and hail. GacoFlex S20 Series is the only roofing coating in the industry with this certification. DECADES OF PROVEN PERFORMANCE. All GacoFlex Silicone Roof Coatings carry a 50 Year Limited Material Warranty. In addition, a Labor & Material Warranty is available to Gaco Western Qualified Applicators when GacoFlex S20 Series coating is applied over E5320 2-Part Epoxy Primer/Filler and according to Gaco Western specifications. ADHERES TO A VARIETY OF SUBSTRATES. GacoFlex S20 Series are FIND PRODUCT LOCALLY ideal for use as a maintenance coating system over pre-existing elastomeric roof coatings, metal roofs, built-up roofing, mineral cap sheet and weathered single ply membranes (EPDM, Hypalon and TPO/CPA), sprayed polyurethane foam roofing systems and many other coatings. RAINWATER CATCHMENT SYSTEM APPROVED. Certified to NSF P151. WITHSTANDS PERMANENT PONDING WATER. This innovative coating is an excellent choice for flat roofs. Extremely durable, S20 will not soften, bubble or degrade under permanent ponding water. PREVENTS COSTLY TEAR OFFS. By recoating your weathered roof with S20 silicone coatings, you not only extend the life of your roof, you avoid the need for a time-consuming and costly tear off. Case Histories See how GacoFlex S20 can work for you. Share On Facebook Tweet This Product Pin This Product Mail This Product LEARN MORE Product Families Roofing Decking Liquid Waterproofing Membrane Spray Foam Insulation GacoUniversity Quick Links About Us Careers Case Histories Contact Us Distributors-GacoFlex Distributors-GacoWallFoam Downloads Find Your Local Product details. Gacoflex s20 series. Area Manager Find Product Locally News Online Retailers Privacy Tech Tips – Spray Foam Insulation Terms Accessibility Statement GacoUniversity Classes GacoFlex Roofing Systems, Decking and Liquid Waterproofing View all courses GacoWallFoam Spray Foam Insulation View all courses 800-331-0196 customerservice@gaco.com © 2018 Gaco Western | All Rights Reserved | EXHIBIT I - SITE PLAN WITH DIMENSIONS X20824.00'R12.00'CH19.07'R18.00'CH18.12'R56.83'CH60.95'18.00'24.00'18.00'18.00'24.00'8.50'76.04'34.40'18.43'24.00'18.00'17.84'24.00'18.00'5.00'27.00'34.00'29.00'29.00'34.00'27.00'4.50°'R10.50'CH11.82'R15.00'CH21.21'R80.83'CH42.08'20.00'8.50 ' 7.84'13.00'8.00'5.00'13.19'15.00'13.00'42.42'8.50'5.40'27.00'12.30'R15.00'CH21.23'R15.00'CH21.23'R15.00'CH21.21'43.99'R20.00'CH27.29'R15.00'CH21.56'12.81'12.75'9.33'14.66'12.99'5.00'9.00'18.00'9.00'24.00'5.00'8.50'5.00'8.48'18.00'12.50'R50.00'CH70.71'R8.00'CH10.36'R10.01'CH13.84'R10.01'CH13.84'R10.04'CH14.06'16.00'40.48'R15.10'R15.10'CH22.03'R20.00'CH29.24'0.08°'R10.00'CH14.14'R10.00'CH14.14'31.27'24.51'24.51'22.76'200200200200200200200200200200200200200200200200200200200201MECHANICAL COURTYARD,SEE MEP PLANS FOREQUIPMENT LAYOUTLOADING DOCK, SEEARCHITECTURAL PLANSRETAINING WALL, SEESTRUCTURAL PLANSLOADING DOCK, SEEARCHITECTURAL PLANSRETAINING WALL, SEESTRUCTURAL PLANSDUMPSTER ENCLOSURE, SEEARCHITECTURAL PLANSSTAIRS AND HANDRAILS, SEEARCHITECTURAL PLANSRAMP AND HANDRAILS, SEEARCHITECTURAL PLANSDECORATIVE FENCE, SEELANDSCAPE ARCHITECTURALPLANS202208208BIKE RACK, SEELANDSCAPEARCHITECTURAL PLAN20A20ALIMITS OF CIVIL WORKLIMITS OF CIVIL WORKLIMITS OF CIVIL WORKPROPOSED ARTSCENTER BUILDING25D20H22D20F25C24A23E24A23A23A25C25H25H21E21E21E21E21A21A21A21A21A21A25H25H21C21C21C21D21D21B21B21B21B21A194.51'33.47'64.64'66.26'60.90'187.73'84.73'83.20'166.34'SITE PLANNORTHC-301MacArthur Park501 East 9th StreetLittle Rock, AR 72202LITTLE ROCK, ARKANSAS© 2018 Studio Gang ArchitectsDrawing Number :ARKANSASARTS CENTERGENERAL NOTES1. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPAREDBY THE ARCHITECTS FOR THIS PROJECT ARE INSTRUMENTS OF THEARCHITECT'S SERVICE FOR USE SOLEY WITH RESPECT TO THIS PROJECTAND UNLESS OTHERWISE PROVIDED THE ARCHITECT SHALL BE DEEMEDTHE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THECOPYRIGHT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2018. STUDIOGANG ARCHITECTS.2. CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE JOBSITE AND NOTIFY THEARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS ORDISCREPANCIES BEFORE BEGINNING OR FABRICATION OF ANY WORK . DONOT SCALE THESE DRAWINGS.303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 60654Mechanical / Electrical / Plumbing / Fire Protection / LEEDdb HMSScale :Date :16061Sheet Title :Checked :Drawn :Project No :No.Issued forDateARCHITECT OF RECORD1520 W. Division StreetT 773.384.1212Chicago, Illinois 606427302 Kanis RdT 501.371.0272Little Rock, AR 72204Civil EngineerMcClelland Consulting Engineers277 Broadway Suite 1606T 212.462.2628New York, NY 10007Landscape ArchitectSCAPE330 N. Wabash Ave. Suite 1500T 312.596.2000Chicago, IL 60611Structural EngineerThornton TomasettiEnvironmental Design Consultantdb HMSAcoustical / Theatrical / AV ConsultantARUP2222 Cottondale Lane Suite 100T 501.378.0878Little Rock, AR 72202Associate ArchitectPolk Stanley Wilcox Architects123456789101112ABCDEFGHIJ303 W. Erie Street Suite 510T 312.915.0557Chicago, IL 6065435 East Wacker Drive, Suite 1800T 312.849.5610Chicago, IL 60601Lighting DesignerLicht Kunst Licht AGJagdweg 16T 49.228.91422-10D-53115 Bonn, Germany01 70% Design Development for Pricing 10/26/201802 100% Design Development for Pricing 01/31/201903 60% Construction Document & Bid Six 06/07/2019NOT FORCONSTRUCTION0102040201 inch = 20ft.( IN FEET )PLAN SCALEPROPOSED LEGENDCURB AND GUTTEREASEMENTTEMPORARY CONSTRUCTION EASEMENTFENCEPAINTED / THERMOPLASTIC STRIPINGASPHALT PAVEMENTCONCRETE PAVEMENTCONCRETE SIDEWALKCATCH BASINFLARED END SECTIONSANITARY SEWER MANHOLEPARKING STALL COUNTBUILDING CONTROL POINTFIRE DEPARTMENT CONNECTIONFIRE HYDRANTPOST INDICATOR VALVEWATER METERPOWER POLE/POWER POLE & GUYLIGHT POLEELECTRICAL TRANSFORMERELECTRICAL PEDESTALTELEPHONE PEDESTALTRAFFIC SIGNAL PEDESTALTCEXXESWMWPIVFDCFHDDEPTPTSP51.CONTRACTOR SHALL RETAIN A FULL SET OF LATEST APPROVED CONSTRUCTIONPLANS ON SITE DURING CONSTRUCTION ACTIVITIES.2.CONSTRUCTION METHODS AND MATERIALS NOT SPECIFIED IN THESE PLANS ARETO MEET OR EXCEED THE SITE WORK SPECIFICATIONS PROVIDED BY McCLELLANDCONSULTING ENGINEERS, INC. OR AS SPECIFIED BY THE OWNER'S RESIDENTREPRESENTATIVE.3.ALL CONSTRUCTION WORK AND UTILITY WORK OUTSIDE OF PROPERTYBOUNDARIES SHALL BE PERFORMED IN COOPERATION WITH AND IN ACCORDANCEWITH REGULATIONS OF THE AUTHORITIES CONCERNED.4.PUBLIC CONVENIENCE AND SAFETY:THE CONTRACTOR SHALL CONDUCT THE WORK IN A MANNER THAT WILL INSURE,AS FAR AS PRACTICABLE, THE LEAST OBSTRUCTION TO TRAFFIC AND SHALLPROVIDE FOR THE CONVENIENCE AND SAFETY OF THE GENERAL PUBLIC ANDRESIDENTS ALONG AND ADJACENT TO HIGHWAYS IN THE CONSTRUCTION AREA INAN ADEQUATE AND SATISFACTORY MANNER IN ACCORDANCE WITH THE [STATE]DOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.5.UNLESS OTHERWISE NOTED, ALL CURBING INDICATED SHALL BE XX" CONCRETECURB AND GUTTER.6.ALL DIMENSIONS, UNLESS OTHERWISE NOTED, ARE FROM THE FACE OF CURB,FACE OF BUILDING, OR CENTERLINE OF STRIPE.7.CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR EXACT BUILDING LOCATION,DIMENSIONS, AND UTILITY ENTRANCE LOCATIONS.8.CONTRACTOR SHALL REFER TO PROJECT SPECIFICATIONS AND GEOTECHNICALREPORT DETAILS FOR PAVING DESIGN AND PROPER MATERIALS.9.ALL RADII FOR CURBS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.10.ALL RADII ON CURBS ARE 3'-0" UNLESS OTHERWISE NOTED.11.GENERAL CONTRACTOR SHALL COORDINATE AND COMPLY WITH ALL UTILITYCOMPANIES INVOLVED IN PROJECT AND PAY ALL REQUIRED FEES AND COSTS.12.FOR SITE UTILITIES, SEE UTILITY PLAN(S).13.ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH THE OWNER'S STANDARDSITE SPECIFICATIONS.14.SEE LANDSCAPE PLANS FOR ALL DIMENSIONS & MATERIALS INSIDE LIMITS OFCIVIL WORK. GENERAL SITE NOTES20 SERIES: CURB AND GUTTER DETAILS20ATYPE 'A' STANDARD CONCRETE CURB & GUTTER20BTYPE 'A' INTEGRAL CONCRETE CURB & GUTTER20CTYPE 'B-1' MOUNTABLE CONCRETE CURB & GUTTER20DTYPE 'B-2' MOUNTABLE CONCRETE CURB & GUTTER20EROLLOVER CONCRETE CURB & GUTTER20FVERTICAL CONCRETE CURB & GUTTER20GMODIFIED CONCRETE CURB & GUTTER20HCONCRETE RIBBON CURB21 SERIES: PAVEMENT DETAILS21ASTANDARD DUTY ASPHALT PAVEMENT21BHEAVY DUTY ASPHALT PAVEMENT21CSTANDARD DUTY CONCRETE PAVEMENT21DHEAVY DUTY CONCRETE PAVEMENT21EEXPOSED AGGREGATE CONCRETE PAVEMENT21FASPHALT OVERLAY21GTHICKENED EDGE OF PAVEMENT21HCONCRETE PAVEMENT DOWEL & JOINTING22 SERIES: SIDEWALK AND CURB RAMP DETAILS22ACONCRETE SIDEWALK22BSIDEWALK W/ DOWNTURNED EDGE22C SIDEWALK JOINTING22DPEDESTRIAN RAMP (PERPENDICULAR) (SEE LENGTH AT SYMBOL)22EPEDESTRIAN RAMP (CURB RETURN) (SEE LENGTH AT SYMBOL)22FPEDESTRIAN RAMP (PARALLEL) (SEE LENGTH AT SYMBOL)22GDETECTABLE WARNING SURFACE22HCROSSWALK STRIPING22JSIDEWALK UNDERDRAIN (SEE WIDTH OF OPENING AT SYMBOL)23 SERIES: PAVEMENT MARKINGS23A90° PARKING / ADA ACCESSIBLE PARKING SPACE STRIPING23B 60° PARKING / ADA ACCESSIBLE PARKING SPACE STRIPING23C45° PARKING / ADA ACCESSIBLE PARKING SPACE STRIPING32D30° PARKING / ADA ACCESSIBLE PARKING SPACE STRIPING23EACCESSIBLE PARKING SYMBOL23FSTOP BAR23GFIRE LANE STRIPING23HTHROUGH LANE ARROW PAVEMENT MARKING23JTURN AND THROUGH LANE ARROW PAVEMENT MARKING23KTURN LANE ARROW PAVEMENT MARKING23LTURN LANE 'ONLY' PAVEMENT MARKING23M'YIELD' PAVEMENT MARKING23NTRAFFIC FLOW ARROW PAVEMENT MARKING23PBICYCLE SHARED PAVEMENT LANE MARKING24 SERIES: POST AND SIGNAGE24AACCESSIBLE PARKING SIGN24BSIGN POST24CSIGN POST W/ BOLLARD24D'STOP' SIGN24E'DO NOT ENTER' SIGN24F'LEFT TURN ONLY' SIGN24G'RIGHT TURN ONLY' SIGN24H'ONE WAY' SIGN24J'NO PARKING - FIRE LANE' SIGN24K'PEDESTRIAN CROSSING' SIGN24L'NO PEDESTRIAN CROSSING' SIGN24M'COMPACT CAR PARKING ONLY' SIGN24N'YIELD' SIGN24P'NO PARKING - LOADING ZONE' SIGN25 SERIES: SITE STRUCTURES25A18' LIGHT POLE BASE25B30' LIGHT POLE BASE25CWHEEL STOP25DBOLLARD25EHANDRAIL25FADA HANDRAIL25GCONCRETE STAIRS25HCAST-IN-PLACE RETAINING WALL25JCMU RETAINING WALL25KBIKE RACK26 SERIES: FENCES26A6' SHADOWBOX WOOD PRIVACY FENCE26B6' WOOD PRIVACY FENCE26CCHAIN LINK FENCE - SECURITY (SEE HEIGHT AT SYMBOL)26DCHAIN LINK FENCE GATE - SECURITY (SEE WIDTH AT SYMBOL)26EFENCE ON RETAINING WALL (SEE HEIGHT AT SYMBOL)26FGUARDRAIL ON RETAINING WALL (SEE HEIGHT AT SYMBOL)26GROUND RAIL WOOD FENCE (SEE HEIGHT AT SYMBOL)27 SERIES: (OPEN)28 SERIES: (OPEN)29 SERIES: CITY / STATE DETAILS SITE DETAILS200LANDSCAPED AREA201TRANSFORMER PAD (PER ELECTRIC COMPANY REQUIREMENTS)202TRASH ENCLOSURE (SEE ARCH. PLANS)203CONCRETE STOOP (SEE ARCH. PLANS)2044" WIDE YELLOW TRAFFIC LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL)2054" WIDE DOUBLE YELLOW TRAFFIC LANE STRIPE (SEE LENGTH INDICATED ATSYMBOL)2064" WIDE REFLECTIVE WHITE TRAFFIC LANE STRIPE (SEE LENGTH INDICATED ATSYMBOL)2074" WIDE DOUBLE REFLECTIVE WHITE TRAFFIC LANE STRIPE (SEE LENGTHINDICATED AT SYMBOL)2084" WIDE PAINTED PARKING STRIPES (SEE COLOR INDICATED AT SYMBOL)2094" WIDE PAINTED STRIPES, 24" O.C. @ 45° (SEE COLOR INDICATED AT SYMBOL)210DOWNSPOUT / ROOF DRAIN (SEE ARCH. PLANS)211LIMITS OF RETAINING WALL (SEE GRADING PLAN)212REPLACE / RESTORE CURBS TO MATCH EXISTING OR TO LOCAL CODES213TAPER CURB TO MATCH EXISTING214TAPER CURB HEIGHT FROM 6" TO 0" OVER 2'215HANDRAIL (SEE ARCH. PLANS)216PYLON SIGN (SEE ARCH. PLANS)217MONUMENT SIGN (SEE ARCH. PLANS)218SIGN MOUNTED ON BUILDING EXTERIOR (SEE ARCH. PLANS)219BOLLARD (SEE ARCH. PLANS)220LIGHT POLE / FIXTURE (SEE PHOTOMETRIC PLANS)221POINT OF RELOCATION222LIMITS OF SAWCUT AND PAVEMENT REMOVAL223YARD HYDRANT (SEE UTILITY PLANS) SITE KEYNOTESNOT FORCONSTRUCTION EXHIBIT J - EXAMPLE OF MECHANICAL SCREEN 07 42 13METAL WALL PANELS SPECIFICATION DATA This specification data sheet is provided by Metal Sales Manufacturing Corporation as a technical support tool incident to the sale of its Concealed Fastened Wall Panel products. Contact Metal Sales for more information on these and other products. Telephone: 800.406.7387 metalsales.us.com Section 07 42 13 - METAL WALL PANELS 1. PRODUCT NAMES Contempra Series™: CN88-1212, CN88-1653, Apex Series™: AP1-1212, AP1-1653 metal wall panels. 2. MANUFACTURER Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Toll Free: 800.406.7387 Phone: 502.855.4300 Fax: 502.855.4200 Web: metalsales.us.com E-Mail: rgage@metalsales.us.com 3. PRODUCT DESCRIPTION Basic Use For more than 55 years, Metal Sales has earned a reputation as the premier provider of metal building components and accessories. Metal Sales main- tains the industry’s largest professional sales and service team, supported by 21 branches located throughout the United States and offers a full line of high quality metal roof and wall panels for ag- ricultural, commercial, architectural, industrial and residential projects of every shape and size for both new construction and retrofit applications. Metal Sales is dedicated to leading the metal building component industry, by setting new standards for operating efficiency, product design, active service management and lasting value. Manufacturer Memberships and Affiliations CRRC - Cool Roof Rating Council MCA - Metal Construction Association CSI - Construction Specifications Institute NRCA - National Roofing Contractors Association ILFI - International Living Future Institute ENERGY STAR® Partner 1 Metal Sales Manufacturing Corporation Metal Sales Manufacturing Corporation metalsales.us.com CN88-1212 CN88-1653 AP1-1212 AP1-1653 Contempra Series™ Apex Series™ 7/8” 12” Coverage 2-7/8” 7/8” 16” Coverage 5.33”2-7/8” 1” 12” Coverage 2-1/2” 1” 16” Coverage 5.33”2-1/2” MTL - 13 07 42 13METAL WALL PANELS SPECIFICATION DATA 4. TECHNICAL DATA Applicable Standards ●ASTM E 283 - Standard Test Method for Determin- ing rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Differences Across Specimen. ●ASTM E 330 - Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference. ●ASTM E 331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors and Curtain Walls by Uniform Static Air Pressure Difference. ●ASTM A 792 - Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process. ●ASTM E 1592 - Standard Test Method for Struc- tural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference. ●ASTM D 2244 - Standard Practice for Calculation of Color Tolerances and Color Differences from In- strumentally Measured Color Coordinates. ●ASTM D 4214 - Standard Test Methods for Evalu- ating the Degree of Chalking of Exterior Paint Films. Underwriters Laboratories (UL): ●UL 263 - Fire Tests of Building Construction and Materials. Physical Properties: Test reports are available to design professionals upon request. Note: Industry designation for material thickness is moving away from “gauge” to decimal thickness in inches. Metal Sales recommends use of a minimum thickness requirement of 0.0236-inch (0.60-mm) instead of 24 gauge and 0.0296-inch (0.75-mm) in- stead of 22 gauge. Select AZ50 for painted material or AZ55 for unpainted material. Grade 50 applies to 24 and 22 gauge material. Technical Properties for Contempra Series™ CN88-1212, CN88-1653 Products: ►Panel Coverage: 12 inches (304.8 mm) or 16 inches (406.4 mm). ►Panel Depth: 7/8 inch (22.2 mm). ►Attachment: Concealed clip. ►Material: Aluminum-zinc alloy-coated steel sheet, ASTM A 792, AZ50 or AZ55 coating designation, structural quality, Grade 50, 0.0236-inch (0.60-mm) or 0.0296-inch (0.75 mm) minimum thickness. ►Application: Designed for application over open framing or solid substrate. ►Rib Configuration: Asymmetrical. ►Perforation: Optional. ►Surface Finish: PVDF (Kynar 500), Multi-pass Kynar 500, Marblique, Plastisol or Weathering Steel. ►Color: Select from manufacturer’s standard colors. ►Testing: Fire Resistance Rating: Complies with UL 263, depending on assembly. Technical Properties for Apex Series™, AP1- 1212, AP1-1653 Products: ►Panel Coverage: 12 inches (304.8 mm) or 16 inches (406.4 mm). ►Panel Depth: 1 inch (25.4 mm). ►Attachment: Concealed clip. ►Material: Aluminum-zinc alloy-coated steel sheet, ASTM A 792, AZ50 or AZ55 coating designation, structural quality, Grade 50, 0.0236-inch (0.60-mm) or 0.0296-inch (0.75 mm) minimum thickness. ►Application: Designed for application over open framing or solid substrate. ►Rib Configuration: Symmetrical. ►Perforation: Optional. ►Surface Finish: PVDF (Kynar 500), Multi-pass Kynar 500, Print Coat Systems, Marblique, Plastisol or Weathering Steel. ►Color: Select from manufacturer’s standard colors. ►Testing: Fire Resistance Rating: Complies with UL 263, depending on assembly. Environmental Considerations Construction metals generally are readily recyclable at the end of their service life. The raw materials used in manufacture of metal wall panels also come from recycled sources. Pre-consumer and post- consumer recycled content varies. Consult with manufacturer for more information. Fire Performance Flame-Spread Index: 25 or less (Class A). Smoke-Developed Index: 450 or less. 5. INSTALLATION Handling and Storage Handle and store product according to Metal Sales recommendations. Deliver materials in manufactur- er’s original, unopened, undamaged containers with identification labels intact. Store materials above ground, under waterproof covering, protected from exposure to harmful weather conditions and at tem- perature and humidity conditions recommended by manufacturer. Provide proper ventilation of metal panel system to prevent condensation build-up between each panel and trim or flashing compo- nent. Tilt stack to drain in wet conditions. Remove strippable plastic film before storage under high- heat conditions. Store products in manufacturer’s unopened packaging until just prior to installation. Exercise caution in unloading and handling metal panel system to prevent bending, warping, twisting and surface damage. Typical Assemblies -Wood sheathing on stud framing with moisture barrier -Wood sheathing on girt framing with moisture barrier -Metal deck on framing with rigid insulation and moisture barrier Preparation Install substrate boards over deck and sheathing over entire surface using recommended fasteners. Anchor metal panels to supports according to metal panel manufacturer’s recommendations. Ensure panel supports are plumb and in-plane. Limit in- plane variance to no more than a total of 1/4" on 10'-0". Underlayment Installation Install self-adhering sheet underlayment as re- quired. Install flashing in compliance with require- ments in Division 07 Section “Sheet Metal Flashing and Trim” and Metal Sales recommendations. Thermal Insulation Installation Install polyethylene vapor retarder if required. In- stall board insulation if required, in compliance with installation requirements in Division 07 Section “Thermal Insulation” requirements. Install blanket insulation if required, in compliance with installa- tion requirements in Division 07 Section “Thermal Insulation.” Metal Wall Panel Installation Verify that site conditions are acceptable for installa- tion. Do not proceed with installation until unaccept- able conditions are corrected. Comply with panel manufacturer’s installation instructions including but not limited to special techniques, interface with other work and integration of systems. Fasten metal wall panels to supports with concealed clips at each side-seam joint location, spacing and using proper fasteners as recommended by panel manufacturer. Comply with installation tolerances as required. Accessory Installation Install accessories using techniques recommended by manufacturer and which will assure positive 2 Metal Sales Manufacturing Corporation metalsales.us.com 07 42 13METAL WALL PANELS SPECIFICATION DATA anchorage to building and weather tight mount- ing. Provide for thermal movement. Coordinate installation with flashings and other components. For Flashing and Trim, comply with performance requirements, manufacturer’s written installation instructions and the SMACNA “Architectural Sheet Metal Manual.” Provide concealed fasteners where possible, and install units to true level and plumb. Install work with moisture barrier, laps, joints and seams that will be permanently watertight. Field Quality Control If requested by Owner, provide manufacturer’s field service consisting of product use recommendations and periodic site visits for inspection of product installation in accordance with manufacturer’s in- structions. Precautions, Cleaning and Protection Touch-up paint is used to cover and protect unex- pected scratches on the paint finish that may occur during installation of panel. Touch-up paint will not weather as well or at the same rate as the original system. Test in an area that will not be noticeable. Metallic paint colors are available at an additional charge. Minor differences in color and appearance are normal and to be expected. To minimize possible differences in appearance, an entire project should be painted at one time, from one batch of paint, using the same applica- tion equipment. Additionally, fabricated panels, flat sheet and flashings should be oriented in the same direction. After installation remove temporary coverings and protection of adjacent work areas. Repair or replace any installed products that have been damaged. Clean installed panels in accordance with manu- facturer’s instructions prior to Owner’s acceptance. Remove and lawfully dispose of construction debris from Project site. Protect installed product and fin- ish surfaces from damage during construction. Building Codes Current data on building code requirements and product compliance may be obtained from Metal Sales technical support specialists. Installation must comply with the requirements of authority hav- ing jurisdiction. 6. AVAILABILITY AND COST Availability Metal Sales products are nationally distributed and supported from 21 convenient locations nationwide, including Alaska. Manufacturer has the ability to ship worldwide. Contact manufacturer for information on local availability. Cost Budget installed cost information may be obtained from a local Metal Sales distributor or directly from the manufacturer. 7. WARRANTY Weather Tightness Warranty Metal Sales Weather Tightness Warranties are available in several forms. Request sample war- ranty documents from manufacturer for review and editing assistance. Metal Sales warranty excludes failure due to physical damage and surface dete- rioration due to exposure to salt air environments. Warranty Period is optionally 5, 10 or 20 years. Type 2 Warranty: Trim and side-lap warranty, with dollar limit. Type 4 Warranty: Trim and side-lap warranty, with no dollar limit. Paint Finish Warranty Metal Sales’ standard PVDF (Kynar 500®) Fluoro- carbon System Warranty for film integrity, chalk rat- ing and fade rating in which manufacturer agrees to repair or replace panels that show evidence of deterioration within specified warranty period. De- terioration shall include, but is not limited to, color fading of more than 5 Hunter units when tested ac- cording to ASTM D 2244, chalking in excess of a No. 8 rating when tested according to ASTM D 4214 or cracking, checking, peeling or failure of paint to adhere to bare metal. Warranty Period for film integ- rity is 45 years and for chalk and fade rating is 35 years. Metal Sales warranty excludes failure due to physical damage and surface deterioration due to exposure to salt air environments. 8. MAINTENANCE No specific maintenance is required for properly in- stalled Metal Sales concealed-fastened panel prod- ucts. Periodic inspection to verify system integrity, drainage functionality and repair of storm damage is advised. 9. TECHNICAL SERVICES Technical assistance, including more detailed infor- mation, product literature, test results, project lists, assistance in preparing project specifications and arrangements for application supervision, is avail- able by contacting Metal Sales. 10. FILING SYSTEMS Additional product information is available from the manufacturer upon request. 3Metal Sales Manufacturing Corporation metalsales.us.com