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Home My WebLink About17010080 Building PlansBLACKLINE1 N. MERIDIAN ST. SUITE 400INDIANAPOLIS. IN. 46204T: 317.803.7900BLACKLINESTUDIO.NETARCHITECTVICINITY MAPARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL & ENVIRONMENTAL CONSULTANTS530 E. OHIO ST. STE GINDIANAPOLIS. IN. 46204T: 317.655.7777CECINC.COMCIVIL ENGINEER/LANDSCAPEKJG ENGINEERING527 SAGAMORE PKWY W. STE 101LAFAYETTE. IN 47906T: 765.497.4598KJGENGINEERING.COMSTRUCTURAL ENGINEERLOCATION MAPALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE. STE 100INDIANAPOLIS. IN 46241T: 317.636.3941TEC-MEP.COMM.E.P. ENGINEERPENN CIRCLE CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032CLAYZUK HOLDINGS, LLCPENN CIRCLE CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032CLAYZUK HOLDINGS, LLC - #-BID SET - DECEMBER 1, 2016**NOTE** ARTIST'S RENDERING DOES NOT NECESSARILY PORTRAY DESIGN INTENT. FOR REFERENCE ONLY.PROJECT SITEPROJECT SITE PENN CIRCLE OUTLOTOLD MERIDIAN STREET AND PENNSYLVANIA STREETCARMEL, INDIANA 46032CONSTRUCTION PLANSDECEMBER 1, 2016LOCATION MAPCONSULTANT TEAM:CIVIL ENGINEERCIVIL & ENVIRONMENTALCONSULTANTS, INC.530 E. OHIO STREET, SUITE GINDIANAPOLIS, IN 46204PH: (317) 655-7777CONTACT: AARON HURTDRAWING INDEXSheetNumberSheet TitleDrawingNo.1TITLE SHEET2ALTA SURVEY34678SITE LAYOUT PLAN910SITE GRADING PLANSITE EROSION CONTROL NOTES & DETAILSC0001 OF 1C201C300C800C902DISCLAIMER: SITE DETAILSDEVELOPER/OWNERENCORE REALTY, LLC.9510 N MERIDIAN ST, SUITE 200INDIANAPOLIS, INDIANA 46204PH: (317) 660 - 4444CONTACT: MARK ZUKERMANPENNSYLVANIA STREET SITEPROJECTLOCATIONI- 6 9 O L D M E R I D I A N S T R E E T C801SITE DETAILS5SITE LANDSCAPE PLAN & DETAILSC700GASTELEPHONESTORM SEWERWATERELECTRICSANITARY SEWERSTREETSNOTE:MERIDIAN STREET (US 31)CARMEL DRIVEOVERALL SITE PLANC200OVERALL SITE EROSION CONTROL PLANC9001112DEMOLITION PLANC101STORM SEWER PROFILESC400ARCHITECTDBA BLACKLINE STUDIO1 NORTH MERIDIAN ST, SUITE 400INDIANAPOLIS, IN 46204PH: (317) 803-7900CONTACT: DAN BAJORSITE UTILITY PLANC50013LANDSCAPE SPECIFICATIONSC7011618C301EMERGENCY FLOODROUTING PLANC802SITE DETAILS14C803SITE DETAILS15SITE EROSION CONTROL PLANC901178AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE SURVEYORCIVIL & ENVIRONMENTALCONSULTANTS, INC.530 E. OHIO STREET, SUITE GINDIANAPOLIS, IN 46204PH:(317) 655-7777FX:(317) 655-7778CONTACT: ANTHONY SYERS TITLE SHEET C00001KEB BEB *ACH NTS ADDITIONAL CITY OF CARMEL NOTES:STORM DRAINAGE:WATER QUALITY STATE PLANE COORDINATES TABLE:STORMWATER STRUCTURE SUMMARY TABLEPROPERTY DATA:PROPOSED PARKING DATA:ZONING DATA:ADJACENT ZONING CLASSIFICATIONS:SITE DATA:BUILDING DATA:SETBACKSLOT COVERAGE DATA:REQUIRED PARKING DATA:PROPOSED BICYCLE PARKING DATA:REQUIRED BICYCLE PARKING DATA:CARMEL UTILITIES:19ARCHITECTURAL ELEVATIONS & PERSPECTIVESEXISTING SITE LAYOUTC10020-25P R E L I M I N A R YNOT FOR CONSTRUCTION PENNSYLVANIA STREET EXISTING PHASE 1BUILDINGO L D M E R I D I A N S T R E E T STOP STOPDEMOLITION LEGEND:NORTHGENERAL DEMOLITION NOTES:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE DISCLAIMER: DEMOLITION PLAN C10103KEB BRF *ACH 1"= 20'P R E L I M I N A R YNOT FOR CONSTRUCTION PROPOSED THREESTORY BUILDINGPENNSYLVANIA STREET O L D M E R I D I A N S T R E E T EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGE X I S T I N G B U I L D I N G E X I S T I N G B U I L D I N G EXISTING DETENTIONPONDCARMEL DRIVESTOP STOP STOPNORTHGENERAL LAYOUT NOTES:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE SITE LAYOUT PLAN C20004BEB BRK *ACH 1" = 50'PROPERTY DATA:PROPOSED PARKING DATA:ZONING DATA:ADJACENT ZONING CLASSIFICATIONS:SITE DATA:BUILDING DATA:SETBACKSLOT COVERAGE DATA:REQUIRED PARKING DATA:PROPOSED BICYCLE PARKING DATA:REQUIRED BICYCLE PARKING DATA:P R E L I M I N A R YNOT FOR CONSTRUCTION 211122334446577810899PROPOSED BUILDING22828PENNSYLVANIA STREET EXISTING PHASE 1BUILDINGO L D M E R I D I A N S T R E E T 101010STOP STOP122444468810PROPOSED LEGEND:SITE KEY NOTES:123456789101112NORTHGENERAL LAYOUT NOTES:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE ADDITIONAL CITY OF CARMEL NOTES:ADJACENT LAND USE: SITE LAYOUT PLAN C20105BEB BRF *ACH 1" = 20'PROPERTY DATA:PROPOSED PARKING DATA:ZONING DATA:ADJACENT ZONING CLASSIFICATIONS:SITE DATA:BUILDING DATA:SETBACKSLOT COVERAGE DATA:REQUIRED PARKING DATA:PROPOSED BICYCLE PARKING DATA:REQUIRED BICYCLE PARKING DATA:P R E L I M I N A R YNOT FOR CONSTRUCTION STOP STOP857.10856.83857.59 TC857.09 BC857.51 TC857.01 BC857.24 TC856.74 BC856.97857.89 TC857.39 BC857.69 TC857.19 BC857.01856.92857.49 TC856.99 BC857.19857.80 TC857.30 BC858.10 TC857.60 BC858.20 TC857.70 BC858.20858.10857.84 TC857.34 BC857.69 TC857.19 BC857.39 TC856.89 BC857.598 5 7 . 5 1 T C 8 5 7 . 0 1 B C 8 5 7 . 2 9 T C 8 5 6 . 7 9 B C 857.848 5 7 . 7 4 858.05857.09 TC857.09 BC857.99857.89857.79857.69857.09857.59858.058 5 7 . 7 4 858.05858.05858.05857.09O L D M E R I D I A N S T R E E T PENNSYLVANIA STREET 1.0%3. 0 % 1.2% 2.5%2.0%1.0%3.5%2.4%1.2%1.0%1.9%1.5%1.6%2.7% 2.0%2.6%1.0%1.2%1.0%3.3%2.3%2.5%1.0%2.0%2.0%1.2%3.5%2.0%1.0%1.9%1.9%PROPOSED LEGEND:STORM SEWER - STRUCTURE DATA TABLENORTH”GRADING GENERAL NOTESUTILITY NOTE:DISCHARGE SUMMARY:SITE DATA:BENCHMARKS:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD (2KLR6WUHHWÃ6XLWH*,QGLDQDSROLV,1 Ã www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE ADDITIONAL CITY OF CARMEL NOTES: SITE GRADING PLAN C30006BRF BRF *ACH 1" = 20'P R E L I M I N A R YNOT FOR CONSTRUCTION STOP STOPO L D M E R I D I A N S T R E E T PENNSYLVANIA STREET 1.0%3. 0 % 1.2% 2. 5 % 2.0%1.0%3.5%2.4%1.2%1.0%1.9%1.5%1.6%2.7% 2. 0 %2.6%1.0%1.2%1.0%3.3%2.3 %2.5%1.0 %2.0%2.0%1.2%3.5%2.0%1.0%1.9%1.9%PROPOSED LEGEND:FLOOD NOTE:NORTH”GRADING GENERAL NOTES8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD (2KLR6WUHHWÃ6XLWH*,QGLDQDSROLV,1 Ã www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI NE ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE ADDITIONAL CITY OF CARMEL NOTES: EMERGENCY FLOOD ROUTE PLAN C30107NPJ BRF *ACH 1" = 20'P R E L I M I N A R YNOT FOR CONSTRUCTION STR 100 - 105 PROFILESTR 103 - 107 PROFILESTR 100 - 110 PROFILEGENERAL CONSTRUCTION AND APPROVAL NOTES:PROPOSED PROFILE LEGEND:NOTE:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI NE ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE STORMWATER PLAN AND PROFILESC40008 NPJ BRF *ACH 1" = 20'P R E L I M I N A R YNOT FOR CONSTRUCTION PROPOSED LEGEND:STOP STOPPROPOSED BUILDINGPENNSYLVANIA STREET EXISTING PHASE 1BUILDINGO L D M E R I D I A N S T R E E T NORTHUTILITY NOTE:FLOODPLAIN NOTE:GENERAL UTILITY NOTES:GASTELEPHONESTORM SEWERWATERUTILITIES - CARMELELECTRICSANITARY SEWERSTREETS8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE SITE UTILITY PLAN C50009BEB BRF *ACH 1"=20'ADDITIONAL CITY OF CARMEL NOTES:BENCHMARKS:P R E L I M I N A R YNOT FOR CONSTRUCTION STOP STOPO L D M E R I D I A N S T R E E T PENNSYLVANIA STREET PRCA14PRJH24INTT2PRBT15PRRN5PRCS26PRTT1PREP17PRCA7PRRH7PRHH12PRPH6PRGT3PRSJ5PRRH12PRHH8PRNP8PRTT1PRGT5FNCA9FNAN5PRNP5INTO4INCA3INRN4FNTM4FNFG3FNFG3FNNP5FNNP3FNTM8FNPH13FNPH6INHH8INGT1INEP7PRNP8INEP5INTT3PRCC2PROPOSED BUILDINGFNHH3INRH6INRH13PRQR1PRQR1PRPA1PRRH10INHH7FNCA4FNHH5PRCC2PRHH7PRPA1PRCC1PRPA1FNTM7FNCA8FNFG5FNCA4FNCA5FNHH4PRTM8PRAN10PRTM8PRPH15PRHH17PRPH15PRAM7PRCA17PRCA17PRBM21NORTHUTILITY NOTE:FLOODPLAIN NOTE:OVERALL PLANTING SCHEDULE5''PR'- PERIMETER BUFFERYARD PLANTING TABLE(BUFFERYARD TYPE 'C' : 7 TREES, 3 ORNAMENTAL TREES & 25 SHRUBS PER 100 LF)TREES35.56REQUIREDTREES14 NEWPROVIDEDSYMBOLLINEAR FEET OF508 LFSTREET FRONTAGESHRUBS127REQUIREDSHRUBSPROVIDEDORNAMENTAL*9.9TREES REQUIRED12ORNAMENTALTREES PROVIDED'IN'- INTERIOR PARKING LOT REQUIREMENT PLANTING TABLE(1 TREE & 5 SHRUBS FOR EVERY 10 SPACES)TREES3.7REQUIREDTREESPROVIDEDSYMBOLNUMBER OF37SPACESSHRUBS18REQUIRED29SHRUBSPROVIDED4DESCRIPTIONSYMBOLSFAG1PLANT QUANTITYPLANT TYPEREQ. LOCATIONFOUNDATION PLANTINGSFNINTERIOR PARKING LOT REQUIREMENTSINPERIMETER BUFFERYARD PLANTING REQUIREMENTSPR8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE GENERAL LANDSCAPE NOTES:ADDITIONAL CITY OF CARMEL LANDSCAPE NOTES:DETAIL 700- TREE PLANTING DETAILDETAIL 701- SHRUB PLANTING DETAILDETAIL 703 - TREE STAKING DETAILDETAIL 702 - ORNAMENTAL GRASS/ PERENNIAL ANDGROUNDCOVER PLANTING DETAIL10 EX. TREES127DETAIL 705 - TREE PROTECTION DETAILDETAIL 706 - 48" SAFETY FENCE DETAIL SITE LANDSCAPE PLAN & DETAILSC70004 ACH BRF *ACH 1" = 20'(*ZONING WAIVER- 20G.06.01- NOT BY GREATER THAN 35% OF THE SPECIFIED STANDARD)TREES REQUIRED*23.1*ZONING WAIVERDETAIL 704 - STONE MULCH DETAILP R E L I M I N A R YNOT FOR CONSTRUCTION LANDSCAPE SPECIFICATIONS:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE SITE LANDSCAPE SPECIFICATIONS C70104BRF BRK *ACH NONEP R E L I M I N A R YNOT FOR CONSTRUCTION DETAIL 7 - SIDEWALK DETAILDETAIL 11 - CURB JOINT DETAILCONTROL JOINTEXPANSION JOINT DETAILEXPANSION JOINT AT BUILDING DETAILDETAIL 5 - CONCRETE JOINT DETAILSDETAIL 4 - PAVEMENT SAWCUTDETAIL 3 - LIGHT DUTY ASPHALTPAVEMENT SECTIONDETAIL 12 - HANDICAP PARKING STALLSNOT TO SCALEDETAIL 9- BICYCLE HOOPNOT TO SCALEDETAIL 6- PRECAST CONCRETE WHEELSTOPSECTION A-AELEVATIONDETAIL 2- 6" STRAIGHT CONCRETE CURB DETAILNOT TO SCALEDETAIL 1- COMBINED CURB & WALK DETAILNOT TO SCALENOT TO SCALEDETAIL 13- HANDICAP PARKING SIGNNOT TO SCALEDETAIL 10- HANDICAP RAMP DETAILNOT TO SCALEDETAIL 14- PAINTED HANDICAP SYMBOLNOT TO SCALEDETAIL 8- LIGHT POLE FOUNDATIONSECTION A-A8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE SITE DETAILS C80012KEB BEB *ACH NTSP R E L I M I N A R YNOT FOR CONSTRUCTION SECTIONDIAGRAMSECTION ASECTION BPLAN - TILEDETAIL 19 - ACCESSIBLE CURB RAMPARMOR-TILE TACTILE SYSTEMDETAIL 15 - STOP SIGNDETAIL 16 - SITE SIGNAGENOT TO SCALEDETAIL 18- TEE CONNECTION W/ GATE VALVEPLAN6" MIN.MIN.12""C""C"PLAN"C"PLANSECTION "D-D"SECTION "C-C"DOWNWARD BEND"D"NOT TO SCALEDETAIL 23- CONCRETE THRUST BLOCKINGOUTSIDE FACE AREA NOT LESSTHAN VALUES GIVEN IN TABLEFOR 22 1/2° AND 11 1/4° BENDSNOT TO SCALEDETAIL17- CONNECTION TO EX. WATER MAINBENDS & FITTINGS AS REQUIRED. SEEPLAN SHEETS FOR DETAILS.PIPE OR BENDAS REQUIREDTAPPING SLEEVEVALVE & BOXEXISTINGWATER MAINNEW MAINTEENOTE:NOT TO SCALEDETAIL 21- GATE VALVE AND BOXDETAIL 22 - POST INDICATOR VALVE INSTALLATIONSIDE VIEWTOP VIEWDETAIL 20 - REMOTE FIRE DEPARTMENT CONNECTIONINSTALLATIONNOT TO SCALEDETAIL 27- MODIFIED CURB RAMP TYPE 'G'NOT TO SCALEDETAIL 25- BITUMINOUS PATCH DETAILNOT TO SCALEDETAIL 28- CONCRETE THRUST BLOCKINGNOT TO SCALEDETAIL 26- STRAIGHT CONCRETE CURBNOT TO SCALEDETAIL 24- SIDEWALK ADJACENT TO CURB8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE SITE DETAILS C80113KEB BEB *ACH NTSP R E L I M I N A R YNOT FOR CONSTRUCTION DETAIL 35 - WATER AND SEWER TRENCH DETAILWATER MAIN CROSSING SEWERWATER MAIN LAYING PARALLEL TO SEWERNOT TO SCALEIDDETAIL 32- PLASTIC PIPE (PVC &HDPE) BEDDING/TRENCHLEGENDNOTES:MATERIAL BELOW PIPEDEPTH OF BEDDINGINSIDE DIAMETERNOT TO SCALEdd (MIN)ID16ODOD =ID =d =DETAIL 31- REINFORCED CONCRETE PIPE (RCP) BEDDING/TRENCHLEGENDNOTES:2.1.NOT TO SCALEDETAIL 30- 4" PIPE UNDERDRAIN UNDER PAVEMENTNOTES:DETAIL 33 - INLET TYPE 'J'DETAIL 37 - INLET TYPE 'A'DETAIL 29 - CITY OF CARMEL CLEANOUT TYPE '3'DETAIL 39 - CITY OF CARMEL CLEANOUT TYPE '1'DETAIL 36 - CITY OF CARMEL TRENCH DETAILDETAIL 38 - SEWER/WATER LINE SEPARATION8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI NE ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE SITE DETAILS C80214KEB BEB *ACH NTS DETAIL 34 - INLET TYPE 'E' AND 'F'P R E L I M I N A R YNOT FOR CONSTRUCTION ”8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE SITE DETAILS C80315KEB BEB *ACH NTSP R E L I M I N A R YNOT FOR CONSTRUCTION PENNSYLVANIA STREET O L D M E R I D I A N S T R E E T EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGE X I S T I N G B U I L D I N G E X I S T I N G B U I L D I N G EXISTING DETENTIONPONDSTOP STOP STOPPROPOSED THREESTORY BUILDINGGENERAL NOTESNOT TO SCALESOILS MAPSOILS MAP LEGENDNORTH8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE OVERALL SITE EROSION CONTROL PLAN C90016KEB BEB *ACH 1"=50'P R E L I M I N A R YNOT FOR CONSTRUCTION O L D M E R I D I A N S T R E E T PENNSYLVANIA STREET STOP STOPPROPOSED LEGEND:FLOOD NOTE:UTILITY NOTE:NORTHGENERAL NOTES8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE SITE EROSION CONTROL PLAN C90117KEB BEB *ACH 1"=20'ADDITIONAL CITY OF CARMEL NOTES:P R E L I M I N A R YNOT FOR CONSTRUCTION 8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:162-476 12/01/2016 18CLAYZUK HOLDINGS, LLC PENN CIRCLE OUTLOT OLD MERIDIAN STREET & PENNSYLVANIA STREET CARMEL, INDIANAPROFESSIONAL ENGI N E ERINDIANA A A RON C. HURTPE10300058STATE OF-oNR EGISTERED* HAND SIGNATURE ON FILE SITE EROSION CONTROL DETAILS C90218KEB BEB *ACH NTS PERMANENT SEEDING DATESTEMPORARY SEEDING DATESLAWNS AND HIGH MAINTENANCE AREASLEVEL AND SLOPING, OPEN AREASTEMPORARY SEEDINGPERMANENT SEEDINGDETAIL 906 - TEMPORARY CONSTRUSTION ENTRANCE(SITES 2 ACRES OR LARGER)5'DETAIL 904 - 48" TREE PROTECTION FENCEDETAIL 900 - SILT FENCEDETAIL 909 - SLOPE BLANKET INSTALLATIONINSTALLATION DETAILDETAIL 905 - EROSION CONTROL INLET PROTECTIONFOR CURB INLET AND CATCH BASINSDETAIL 908 - NON-PAVED AREA CATCHBASIN INLET PROTECTION DETAILPLANSECTION B-BNOT TO SCALEDETAIL 901- CONCRETE WASHOUT BMPDETAIL 907 - CITY OF CARMEL TREE PRESERVATION DETAILP R E L I M I N A R YNOT FOR CONSTRUCTION 1.0GENERAL1.1THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL APPLICABLE SAFETY PRECAUTIONS OR REGULATIONS DURING CONSTRUCTION. THE STRUCTURAL ENGINEER WILL NOT ADVISE NOR ISSUE DIRECTION ON SAFETY PRECAUTIONS.1.2THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR PROCEDURES REQUIRED TO PERFORM WORK ON THIS PROJECT. SUPERVISION OF ALL WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.1.3NO STRUCTURAL MEMBER SHALL BE NOTCHED, CUT, OR OTHERWISE REDUCED IN STRENGTH WITHOUT WRITTEN AUTHORIZATION BY THE STRUCTURAL ENGINEER.1.4DRAWINGS INDICATE TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR CONSTRUCTION TYPE AND STYLE SHALL BE USED AND SHALL BE SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER.1.5STRUCTURAL ELEMENTS ARE NON-SELF SUPPORTING AND REQUIRE INTERACTION WITH OTHER ELEMENTS FOR STABILITY AND RESISTANCE TO LATERAL FORCES. FRAMING AND WALLS SHALL BE TEMPORARILY BRACED BY THE CONTRACTOR UNTIL PERMANENT BRACING, FLOOR AND ROOF DECKS, OR WALLS HAVE BEEN INSTALLED AND PERMANENT CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE SUPPORT AND STABILITY OF STRUCTURE DURING ALL PHASES OF CONSTRUCTION.1.6THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING TOPOGRAPHY, AND GRADE ELEVATIONS, AND SHALL NOTIFY KJG ENGINEERING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE PROJECT.1.7IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INFORM KJG ENGINEERING OF ANY UNSAFE ITEMS OR CODE VIOLATIONS, BOTH STATE AND LOCAL, PRIOR TO THE START OF CONSTRUCTION.1.8THESE PLANS ADDRESS STRUCTURAL ENGINEERING PORTIONS OF THIS PROJECT ONLY. SEE ARCHITECTURAL DRAWINGS FOR INFORMATION REGARDING FINISHES NOT SHOWN.1.9IF FIELD CONDITIONS EXIST THAT REQUIRE ALTERATIONS TO THESE PLANS, KJG ENGINEERING MUST BE NOTIFIED AT ONCE AND BEFORE ANY FURTHER CONSTRUCTION TAKES PLACE.1.10 DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS.1.11ALL CONSTRUCTION MATERIALS AND INSTALLATION MUST COMPLY WITH CODE REQUIREMENTS OF THE INDIANA ADMINISTRATIVE BUILDING COUNCIL, THE STATE FIRE MARSHALL, AND THE LOCAL GOVERNING AUTHORITY.3.0COORDINATION WITH OTHER TRADES3.1THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF THE MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES, AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK.3.2THERE SHALL BE NO VERTICAL OR HORIZONTAL HOLES CUT OR DRILLED IN ANY BEAM OR COLUMN UNLESS IT IS EXPLICITLY SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.3.3ANY OPENINGS THROUGH SUPPORTED SLABS AND WALLS THAT ARE 8" IN DIAMETER OR LARGER AND NOT SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 3.4THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL PLUMBING, MECHANICAL AND ELECTRICAL REQUIREMENTS AND CLEARANCES PRIOR TO PROCEEDING WITH THE PROJECT AND SHALL NOTIFY KJG ENGINEERING OF ANY STRUCTURAL INTERFERENCE PRIOR TO THE START OF CONSTRUCTION. PENETRATIONS THROUGH THE STRUCTURE SHALL BE SUBJECT TO APPROVAL BY KJG. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR OPENING LOCATIONS NOT SHOWN ON STRUCTURAL DRAWINGS.3.5PROVIDE SLEEVES FOR ALL OPENINGS, SUCH AS BUT NOT LIMITED TO GAS, WATER, SEWER, ELECTRIC, ETC. IN EXTERIOR WALLS OR FOUNDATION TO SEPARATE PIPE FROM MATERIAL.3.6DO NOT INSTALL CONDUIT IN SUPPORTED SLABS, SLABS ON GRADE, OR CONCRETE WALLS UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS.3.7DO NOT SUSPEND ANY ITEMS, SUCH AS DUCTWORK, MECHANICAL OR ELECTRICAL FIXTURES, CEILINGS, ETC. DIRECTLY FROM STEEL DECK, UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS.4.0SPECIALTY ENGINEERING4.1A SPECIALTY ENGINEER IS DEFINED AS A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF INDIANA, WHO IS NOT THE STRUCTURAL ENGINEER OF RECORD, AND WHO PERFORMS STRUCTURAL ENGINEERING FUNCTIONS NECESSARY FOR THE STRUCTURAL INTEGRITY OF THE PROPOSED WORK. CONTRACTORS ARE REFERRED TO THE STRUCTURAL DRAWINGS FOR ELEMENTS REQUIRING SPECIALTY ENGINEERING, AND EXAMPLES OF THESE COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO:·SHORING AND BRACING SYSTEMS·UNDERPINNING SYSTEMS·TEMPORARY RETAINING SYSTEMS·STRUCTURAL STEEL CONNECTIONS NOT SHOWN ON DRAWINGS·STEEL STAIRS·COLD FORMED AND LIGHT GAGE STEEL FRAMING·OPEN WEB STEEL JOIST AND GIRDER SYSTEMS4.2IT IS THE SPECIALTY ENGINEER'S RESPONSIBILITY TO REVIEW THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS TO DETERMINE THE APPROPRIATE SCOPE OF ENGINEERING.4.3IT IS THE INTENT OF THE STRUCTURAL DRAWINGS TO PROVIDE SUFFICIENT INFORMATION FOR THE SPECIALTY ENGINEER TO PERFORM HIS OR HER DESIGN AND ANALYSIS. IF THE SPECIALTY ENGINEER DETERMINES THAT THERE ARE CONFLICTS WITH THE PROJECT AS INDICATED IN THE PROJECT DOCUMENTS, THE SPECIALTY ENGINEER SHALL CONTACT KJG ENGINEERING FOR THE RESOLUTION OF CONFLICTS.4.4THE SPECIALTY ENGINEER SHALL SUPPLY THE STRUCTURAL ENGINEER DOCUMENTS FOR REVIEW THAT SHALL BEAR THE STAMP OF THE SPECIALTY ENGINEER AND INCLUDE:A.DRAWINGS INDICATING THE CONFIGURATION OF STRUCTURAL COMPONENTS AND/OR THEIR ASSEMBLY INTO STRUCTURAL SYSTEMS.B.CALCULATIONS, EITHER MANUAL OR COMPUTER GENERATED, THAT ARE ACCOMPANIED BY SUFFICIENT DESIGN ASSUMPTIONS AS WELL AS INPUT AND OUTPUT INFORMATION.4.5ANY MODIFICATIONS PROPOSED TO ELEMENTS DESIGNED BY THE SPECIALTY ENGINEER SHALL BE SUBJECT TO THE APPROVAL OF THE SPECIALTY ENGINEER, AND SHALL ALSO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO PERFORMING THE PROPOSED MODIFICATIONS.5.0FOUNDATIONS5.1ALL EXTERIOR FOOTINGS OR PIERS SHALL BEAR ON UNDISTURBED SOIL AT OR BELOW LOCAL FROST LINE MINIMUM. LOCAL FROST LINE IS 30" BELOW GRADE. WHERE FOOTINGS ARE REQUIRED TO BE STEPPED, STEP DOWN IN VERTICAL INCREMENTS OF 2'-0" FOR EVERY 6'-0" MINIMUM OF HORIZONTAL DISTANCE. INTERIOR FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT THE ELEVATIONS INDICATED ON THE FOUNDATION PLAN.5.2COLUMN AND WALL FOOTINGS ARE TO BEAR ON FIRM NATURAL SOILS OR WELL COMPACTED ENGINEERED FILL WITH AN ASSUMED NET ALLOWABLE BEARING PRESSURE OF 2000 PSF FOR SPREAD FOOTINGS, AND 1500 PSF FOR CONTINUOUS WALL FOOTINGS. CONTRACTOR SHALL PROVIDE ON-SITE TESTING TO CONFIRM ADEQUATE SOIL BEARING CAPACITY.5.3FOUNDATION WALLS SHALL HAVE ADEQUATE TEMPORARY BRACING INSTALLED BY THE CONTRACTOR BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED.5.4THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXACT QUANTITIES OF CUT AND FILL FOR ESTIMATING AND CONSTRUCTION. 5.5ALL ENGINEERED FILL BENEATH SLABS AND OVER FOOTINGS SHOULD BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). ALL FILL WHICH WILL BE STRESSED BY FOUNDATION LOADS SHALL BE APPROVED GRANULAR MATERIALS COMPACTED TO A DRY DENSITY OF AT LEAST 98% (ASTM D-1557). COORDINATE ALL FILL AND COMPACTION OPERATIONS WITH THE SPECIFICATIONS AND THE SUBSURFACE INVESTIGATION.5.6COMPACTION SHALL BE ACCOMPLISHED BY PLACING FILL IN APPROXIMATELY 8” LIFTS AND MECHANICALLY COMPACTING EACH LIFT TO AT LEAST THE SPECIFIED MINIMUM DRY DENSITY. FOR LARGE AREAS OF FILL, FIELD DENSITY TESTS SHALL BE PERFORMED FOR EACH 3000 SQUARE FEET OF BUILDING AREA FOR EACH LIFT AS NECESSARY TO INSURE ADEQUATE COMPACTION IS BEING ACHIEVED.5.7RAKE EXCAVATED MATERIALS BACK 12" MINIMUM FROM EDGES OF ALL EXCAVATIONS TO PREVENT LOOSE SOIL FROM FALLING BACK INTO TRENCH.5.8PLACE FOOTINGS THE SAME DAY THAT THE EXCAVATION IS PERFORMED. IF THIS IS NOT POSSIBLE, THE FOOTINGS SHALL BE ADEQUATELY PROTECTED AGAINST ANY DETRIMENTAL CHANGE IN CONDITION SUCH AS FROM DISTURBANCES, RAIN, OR FREEZING.6.0CONCRETE6.1ALL EXTERIOR CONCRETE WORK SHALL BE 6 BAG, LIMESTONE AGGREGATE, 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI (MIN.). ALL INTERIOR FLAT WORK CONCRETE SHALL BE 6 BAG, GRAVEL AGGREGATE, 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI (MIN.). ALL FOOTINGS AND FOUNDATION WALLS SHALL BE 6 BAG, GRAVEL AGGREGATE, 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI (MIN.).6.2CONCRETE FLOOR SLABS SHALL HAVE A FLAT FLOOR FINISH AS FOLLOWS: HARD CLOSED SMOOTH SURFACE WITH A MAXIMUM 1/8" GAP UNDER A 10'-0" STRAIGHT EDGE.6.3PROVIDE DEFORMED REINFORCING BARS PER ASTM A-615, GRADE 60, AND WELDED WIRE FABRIC PER ASTM A-185, UNLESS OTHERWISE NOTED. SUPPORT REINFORCING BARS WITH CONCRETE BRICKS OR METAL CHAIRS AS REQUIRED TO ACHIEVE CLEARANCES SHOWN ON DRAWINGS.6.4MINIMUM CONCRETE COVER OVER REINFORCEMENT STEEL SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH 3" FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 2" INTERIOR CONCRETE SLABS 3/4" INTERIOR BEAMS AND COLUMNS MAIN REINFORCEMENT 1 1/2" 6.5ALL CONCRETE WORK AND MATERIALS SHALL COMPLY WITH APPLICABLE PROVISIONS OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND "CONCRETE REINFORCING STEEL INSTITUTE (CRSI), MANUAL OF STANDARD PRACTICE."6.6COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI-306 AND HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI-305.6.7ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED. 6.8FINISH ANY SURFACES EXPOSED TO PUBLIC VIEW WITH A SMOOTH FORM FINISH. ALL OTHER FORM FINISH MAY BE ROUGH.6.9SEE ARCHITECTURAL DRAWINGS FOR CHAMFER REQUIREMENTS FOR CORNERS OF CONCRETE. WHERE NOT INDICATED, PROVIDE 3/4" CHAMFER ON EXPOSED CORNERS OF CONCRETE EXCEPT THOSE ABUTTING MASONRY.6.10PROVIDE CONTROL JOINTS AND CONSTRUCTION JOINTS IN CONCRETE SLABS AS INDICATED ON PLANS. "C.J." INDICATES CONTROL JOINTS WHICH SHALL BE SAW CUT WITHIN 24 HOURS MAXIMUM AFTER CONCRETE IS PLACED. "CONST. JT." INDICATES CONSTRUCTION JOINTS WHICH SHALL BE DOWELED JOINTS (1/2" DIAMETER SMOOTH BARS AT 24" OC) BETWEEN SEPARATE SLAB POURS. NO FILLER SHALL BE PLACED IN INTERIOR CONTROL JOINTS, EXCEPT IN AREAS RECEIVING VCT. ALL EXTERIOR CONTROL JOINTS SHALL HAVE SEALANT APPLIED TO JOINT. EXTERIOR SIDEWALKS SHALL HAVE CONTROL JOINTS AS SHOWN ON PLANS OR A MAXIMUM OF 10'-0" O.C.6.11CONCRETE SLABS-ON-GRADE SHALL HAVE A 10 MIL, CLASS A, NON-PERMEABLE VAPOR BARRIER OVER 6" MINIMUM GRANULAR FILL PER GEOTECHNICAL REPORT. 7.0MASONRY7.1MASONRY DESIGN IS BASED UPON A MINIMUM COMPRESSIVE STRENGTH OF f'm = 1500 PSI, ESTABLISHED IN ACCORDANCE WITH THE UNIT STRENGTH METHOD.7.2MASONRY UNITS SHALL HAVE A NET AREA COMPRESSIVE STRENGTH OF 1900 PSI.7.3GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS.7.4MORTAR SHALL BE TYPE "S" MORTAR, EXCEPT TYPE "N" AT INTERIOR NON-LOAD BEARING PARTITIONS.7.5MASONRY CELLS BELOW GRADE SHALL BE NORMAL WEIGHT UNITS GROUTED SOLID. MASONRY UNITS ABOVE GRADE SHALL BE NORMAL WEIGHT OR MEDIUM WEIGHT UNITS AND SHALL BE GROUTED SOLID ONLY AT REINFORCING LOCATIONS.7.6ALL MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND.7.7HORIZONTAL JOINT REINFORCING SHALL BE 9 GAGE GALVANIZED LADDER-TYPE WIRE SPACED AT 16" O.C. ABOVE GRADE AND 8" O.C. BELOW GRADE AND IN PARAPETS.6.0LIGHT GAUGE STEEL6.1ALL LIGHT GAUGE STEEL STUDS SHALL BE SPACED AT A MAXIMUM OF 16 INCHES ON-CENTER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL STUDS SHALL BE "CSJ" WITH A MINIMUM FLANGE WIDTH OF 1 5/8" AND A MINIMUM RETURN LIP OF 1/2" UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 6.2ALL STUDS OF 16 GAUGE OR HEAVIER MATERIAL SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. ALL OTHER STUDS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI.6.3ALL TRACK RUNNERS SHALL BE 16 GAUGE FOR WALL STUDS OR HEADERS OF 16 GAUGE OR LIGHTER MATERIAL. FOR WALLS STUDS OR HEADERS 14 GAUGE AND HEAVIER, TRACK RUNNERS SHALL MATCH STUD GAUGE. RUNNER TRACKS MUST BE SECURELY ANCHORED, AT A MINIMUM, AS SHOWN IN THE CONSTRUCTION DOCUMENTS.6.4IF TOP OF WALL IS LATERALLY UNBRACED, THEN BRACING SHALL BE PROVIDED. TOP OF WALL BRACING SHALL MATCH DEPTH AND GAUGE OF WALL STUDS AND SHALL BE LOCATED FROM TOP OF WALL TO EXISTING ROOF STRUCTURE ABOVE AT 48" O.C. MAX.6.5JOIST AND STUD WALL BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. JOIST BRIDGING SHALL BE INSTALLED AT 8'-0" O.C. MAXIMUM AND STUD WALL BRIDGING SHALL BE INSTALLED AT 4'-0" O.C. MAXIMUM FOR BEARING WALLS. INTERIOR NON-BEARING WALLS SHALL BE BRACED AT 8'-0" O.C.6.6CONNECTIONS SHALL BE MADE WITH SELF-DRILLING, SELF-TAPPING SCREWS OR WELDING. WIRE TYING OF COMPONENTS IS NOT PERMITTED AND NO WELDING IS PERMITTED FOR 20 GAUGE AND LIGHTER MATERIAL. FOR SELF-DRILLING SCREWS, 3/4" MINIMUM CLEARANCE MUST BE MAINTAINED FROM ALL EDGES OF STEEL MEMBERS AND 3/4" MINIMUM ON CENTER SPACING BETWEEN ADJACENT SCREWS.6.7ALL AXIALLY LOADED STUDS SHALL HAVE FULL FLANGE BEARING AGAINST UPPER AND LOWER TRACK WEB PRIOR TO ATTACHMENT OF TRACK RUNNERS. SPLICES IN AXIALLY LOADED STUDS ARE NOT PERMITTED.6.8FIELD CUTTING OF STUDS SHALL BE DONE BY SAWING OR SHEARING. TORCH CUTTING IS NOT PERMITTED. NOTCHING OR COPING OF STUDS IS NOT PERMITTED UNLESS SPECIFICALLY NOTED IN THE CONSTRUCTION DOCUMENTS.8.0STRUCTURAL STEEL8.1STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTHS AND ASTM SPECIFICATIONS: YIELD ASTM SPEC.W, WT, OR HP SHAPES 50 KSI A992OTHER SHAPES, BARS, PLATES 36 KSI A36STRUCTURAL STEEL TUBING 46 KSI A500, GRADE BSTRUCTURAL STEEL PIPE 35 KSI A53, GRADE B OR A500, GRADE B ANCHOR RODS 36 KSIF1554THREADED RODS 36 KSI A36/A307HEADED STUDS 60 KSI A108, TYPE B8.2ALL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION.8.3ALL BOLTED CONNECTIONS SHALL BE MADE USING 3/4" DIA. ASTM A325 BOLTS INSTALLED SNUG TIGHT WITH 3" MIN. SPACING AND 1 1/4" MIN. EDGE DISTANCE, UNLESS OTHERWISE NOTED. REFER TO DRAWINGS FOR BOLT DIAMETER. BOLT HOLES SHALL BE SIZED 1/16" GREATER THAN BOLT DIAMETER, UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS IN MOMENT FRAMES AND BRACING CONNECTIONS SHALL BE FULLY TENSIONED UTILIZING LOAD INDICATING WASHERS OR TWIST OFF BOLTS.8.4PROVIDE DOUBLE NUTS AND DOUBLE WASHERS FOR STEEL COLUMN ANCHOR RODS TO ALLOW FOR FIELD LEVELING OF BASE PLATES. FOR ANCHOR RODS 1 1/4" DIAMETER AND GREATER, PROVIDE HALF HEIGHT LEVELING NUTS.8.5FILL VOID BENEATH COLUMN BASE PLATES WITH 5000 PSI, NON-SHRINK, NON-METALLIC GROUT. GROUT SHALL BE PLACED IMMEDIATELY AFTER COLUMNS ARE PLUMBED AND BEFORE PLACEMENT OF FLOOR OR ROOF DECKS.8.6ALL WELDING SHALL BE AS PER THE ANSI/AWS CODE, LATEST EDITION. THE WELD RODS SHALL BE E70XX, UNLESS NOTED OTHERWISE.8.7ALL FABRICATED STEEL SHALL BE FREE OF SHARP EDGES, AND ALL CONNECTIONS SHALL BE CLEANED PRIOR TO ATTACHMENT.8.8ALL STEEL SHALL BE PRIMED AND PAINTED WITH COLORS AND SPECIFICATIONS PER THE OWNER. CONNECTIONS SHALL BE FIELD PAINTED AFTER CONNECTION IS MADE.8.9PROVIDE SHOP DRAWINGS SHOWING ALL MEMBERS, SIZES, DIMENSIONS, CONNECTIONS, AND ALL OTHER PERTINENT INFORMATION. CONNECTIONS NOT DETAILED ON THESE PLANS SHALL BE DESIGNED BY STEEL FABRICATOR AND SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. THE MINIMUM THICKNESS OF CONNECTION MATERIAL IS TO BE 3/8" UNLESS NOTED OTHERWISE.8.10FABRICATE BEAMS NOT SPECIFICALLY NOTED TO RECEIVE CAMBER SO THAT AFTER ERECTION, ANY MINOR CAMBER DUE TO ROLLING OR SHOP ASSEMBLY SHALL BE UPWARD.8.11PROVIDE CAP PLATES OR END PLATES TO CLOSE OFF EXPOSED AND OPEN ENDS OF ALL TUBULAR MEMBERS, UNLESS NOTED OTHERWISE.9.0STEEL DECK9.1ALL STEEL DECK MATERIAL, FABRICATION, AND INSTALLATION SHALL CONFORM TO THE STEEL DECK INSTITUTE "SDI SPECIFICATIONS AND COMMENTARY" AND "CODE OF RECOMMENDED STANDARD PRACTICE", CURRENT EDITION.9.2STEEL FLOOR AND ROOF DECKS ARE REQUIRED TO ACT AS A DIAPHRAGM AND SHALL BE ATTACHED AS INDICATED ON PLANS. ALL WELDING OF STEEL DECK SHALL BE IN CONFORMANCE WITH AWS SPECIFICATION D1.3. PROVIDE WELDING WASHERS FOR ALL FLOOR DECKS LESS THAN 22 GAUGE IN THICKNESS.9.3STEEL FLOOR AND ROOF DECKS SHALL BE TWO SPAN MINIMUM. PROVIDE (2) LAYERS OF STEEL DECK WHERE SINGLE SPAN CONDITIONS EXIST, UNLESS NOTED OTHERWISE ON DRAWINGS. MAKE DIAPHRAGM CONNECTIONS AFTER PLACEMENT OF BOTH LAYERS OF STEEL DECK. 9.4MECHANICAL FASTENERS MAY BE USED IN LIEU OF WELDING, PROVIDING THE FASTENERS MEET, OR EXCEED THE STRENGTH OF SPECIFIED WELDS. SUBMIT FASTENER DESIGN DATA TO THE STRUCTURAL ENGINEER FOR REVIEW.9.5SUBSTITUTION OF FIBER REINFORCEMENT FOR WELDED WIRE REINFORCEMENT ON SUPPORTED SLABS IS PROHIBITED.9.6PROVIDE MEMBERS FOR DECK SUPPORT AT ALL DECK ORIENTATION CHANGES. PROVIDE L3x3x3/16 DECK SUPPORT AT ALL COLUMNS WHERE REQUIRED.10.0STEEL JOISTS10.1REFER TO PLANS FOR JOIST SIZES. LIMIT LIVE LOAD DEFLECTION TO L/240 FOR ROOF JOISTS AND L/600 FOR FLOOR JOISTS (FOR CERAMIC TILE.)10.2PROVIDE SHOP DRAWINGS SHOWING JOIST PLACEMENT, DIMENSIONS, LOADING REQUIREMENTS, AND ALL OTHER PERTINENT INFORMATION. 10.3SPECIAL JOISTS SHALL BE TAGGED ON ONE END TO ENSURE THAT FIELD PLACEMENT CORRESPONDS WITH ORIENTATION SHOWN ON JOIST ERECTION DRAWINGS.GENERAL STRUCTURAL NOTES BUILDING CODEINDIANA BUILDING CODE, 2014 EDITION (2012 INTERNATIONAL BUILDING CODE, FIRST PRINTING, WITH INDIANA AMENDMENTS)SOIL INFORMATION:BEARING PRESSURE -SPREAD FOOTINGS2,500 PSFBEARING PRESSURE -CONTINUOUS WALL FOOTINGS2,000 PSFSOIL SUBGRADE MODULUS, K/30150 PCIUNIT WEIGHT OF SOIL125 PCFAT-REST LATERAL EARTH PRESSURE COEFFICIENT, K/O 0.45ACTIVE LATERAL EARTH PRESSURE COEFFICIENT, K/A0.30COEFFICIENT OF FRICTION0.30 CONCRETE:FOOTINGS, WALLS, INTERIOR SLABS:6-BAG MIXGRAVEL AGGREGATE28 DAY COMPRESSIVE STRENGTH (F'C) 4,000 PSI (MIN.)EXTERIOR SLABS:6-BAG MIXLIMESTONE AGGREGATEAIR ENTRAINMENT5-7%28 DAY COMPRESSIVE STRENGTH (F'C) 4,000 PSI (MIN.)MASONRY:28 DAY COMPRESSIVE STRENGTH (F'M)1,500 PSI U.N.O.NON-SHRINK GROUT:28 DAY COMPRESSIVE STRENGTH5,000 PSIREINFORCING STEEL:STIRRUP AND TIEASTM A615, GRADE 60WELDABLE (LOW-ALLOW)ASTM A706, GRADE 60WELDED WIRE FABRIC (DEFORMED)ASTM A497STRUCTURAL STEEL:STRUCTURAL TUBING MEMBERSASTM A500, GR. B, FY = 46 KSISTRUCTURAL STEEL ROLLED WIDE FLANGE W SHAPESASTM A992, FY = 50 KSIALL OTHER MEMBERSASTM A36CONNECTION BOLTSASTM A325NANCHOR RODSASTM F1554THREADED RODS A36/A307HEADED STUDS A108, TYPE BDEAD LOADS:ROOF:METAL DECK 3 PSFINSULATION 2 PSFROOFING 2 PSFBEAMS + JOISTS 6 PSFHVAC10 PSFWALK SURFACE / SEEDUM40 PSFMISCELLANEOUS 7 PSFTOTAL70 PSFFLOOR:DECK + SLAB44 PSFBEAMS + JOISTS6 PSFHVAC10 PSFMISCELLANEOUS10 PSFTOTAL70 PSFLIVE LOADS:ROOF: ROOF LIVE LOAD / SNOW 20 PSFROOF TOP TERRACE LIVE LOAD 100 PSFTOTAL 120 PSFFLOOR:FLOOR 100 PSFTOTAL 100 PSFWIND LOADS:BASIC WIND SPEED (3-SECOND GUST)115 MPHEXPOSURE"C"SEISMIC LOADS:IMPORTANCE FACTOR1.0S/DS18.5% GS/D112.3% GSITE CLASSCSEISMIC DESIGN CATEGORYBR -ORDINARY REINFORCEDMASONRY SHEARWALLS2DESIGN PARAMETERSINE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:28 AMS000GENERAL NOTESClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor# Date Description J.0J.06.06.05.05.04.04.03.03.02.02.01.01.0H.0H.0G.0G.0F.0F.0E.0E.0D.0D.0C.0C.0B.0B.0A.0A.01'-4" 15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0" 1'-4"7'-8 1/4"1'-1"16'-0"11'-0"11'-0"16'-0"8'-6"3 13/16"11'-0"4 3/16"11'-8"5'-2 1/2"22'-8"2'-1 1/2"7"6"7'-5"3'-6"6"6'-0 1/2" 8'-5 1/2"1'-4"OUT TO OUT OF CONCRETE107'-8"OUT TO OUT OF CONCRETE18'-4 1/2"OUT TO OUT OF CONCRETE6'-6 1/2"9'-8 1/2"3 13/16"OUT TO OUT OF CONCRETE27'-9 3/16"OUT TO OUT OF CONCRETE107'-8"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"6"17'-4 1/2"6"6"10"10"6"6"10"10"6"6"7"16'-0"10"6"OUT TO OUT OF CONCRETE18'-5"F-2F-3F-4F-4F-4F-48'-2 1/4"3 13/16"7'-10 7/16"9'-11 1/4"4'-6 5/8"5'-4 5/8"F-4F-3C-2C-2C-2C-2C-2C-2C-2C-2C-2C-3C-2C-2C-2C-2C-2C-2C-2C-2C-2C-2C-2C-2C-2WF-2WF-2WF-2WF-2WF-2WF-1WF-1WF-1WF-1WF-1WF-1WF-1?WF-1WF-1WF-1WF-1WF-1WF-1WF-1WF-2WF-2WF-1WF-1WF-2WF-2WF-1WF-1WF-1F-8F-7F-2F-4F-4F-2F-2F-4F-5F-4F-4F-5F-5F-4F-4F-1F-120'-11 13/16"16'-3 3/16"6"20'-8"3 13/16"22'-7 5/8"3 13/16"22'-0"3 13/16"1'-6 3/4"9'-9 1/4"11'-4"8'-5 1/4"OUT TO OUT OF CONCRETE16'-9 3/16"6'-0 3/4"6"OUT TO OUT OF CONCRETE6'-6 3/4"1S3004S3003S3005S3002S300P-1P-2P-2P-2P-2P-2P-2P-1P-1P-1P-1P-2P-2P-2P-2P-2P-2P-1P-4P-4P-4P-4P-3P-3P-3P-3P-3P-316'-0"11'-0"11'-0"16'-0"8'-6"3'-6"C-1C-1C-1C-1C-1P-3P-3C-112'-8" 2'-4" 13'-1" 1'-11"8'-9 1/4"7'-8 1/4"C-1C-1F-66S3004" CONCRETE SLAB ON GRADEREINF. W/ 6x6 W2.9xW2.9 W.W.F.OVER 6" COMPACTED GRANULAR FILLOVER 6MIL CLASS A VAPOR BARRIER 14'-8 3/4"4 3/8"14'-0"4 3/8"4 3/8"14'-0"4 3/8"14'-8 3/4"11'-10 3/4"WF-2WF-2WF-2P-5P-5C-5C-5INE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:29 AMS100FOUNDATION PLANClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016JSDJWH 3/16" = 1'-0"S1001FOUNDATION PLANCOLUMN FOUNDATIONSMark Length Width Thickness T.O.F. Elevation ReinforcementF-1 4'-0" 4'-0" 1'-0" -3'-0" #5 REBAR AT 12" O.C. EACH WAY (BOTTOM)F-2 5'-0" 5'-0" 1'-0" -3'-0" #5 REBAR AT 12" O.C. EACH WAY (BOTTOM)F-3 6'-0" 6'-0" 1'-0" -3'-0" #5 REBAR AT 12" O.C. EACH WAY (BOTTOM)F-4 7'-0" 7'-0" 1'-6" -3'-0" #6 REBAR AT 12" O.C. EACH WAY (BOTTOM)F-5 8'-0" 8'-0" 1'-6" -3'-0" #6 REBAR AT 12" O.C. EACH WAY (BOTTOM)F-6 9'-0" 9'-0" 1'-6" -3'-0" #6 REBAR AT 12" O.C. EACH WAY (BOTTOM)F-7 12'-0" 12'-0" 2'-0" -1'-0" #5 REBAR AT 12" O.C. EACH WAY (TOP AND BOTTOM)F-8 18'-0" 14'-0" 2'-0" -7'-0" #5 REBAR AT 12" O.C. EACH WAY (TOP AND BOTTOM)P-1 1'-0" 1'-0" 2'-4" -8" (4) #5 VERTICAL REBAR W/ #3 CLOSED TIES AT 10" O.C.P-2 1'-0" 1'-6" 2'-4" -8" (4) #5 VERTICAL REBAR W/ #3 CLOSED TIES AT 10" O.C.P-3 1'-3" 1'-3" 5'-0" 1'-0" (4) #5 VERTICAL REBAR W/ #3 CLOSED TIES AT 10" O.C.P-4 1'-6" 1'-6" 4'-0" 1'-0" (4) #6 VERTICAL REBAR W/ #3 CLOSED TIES AT 10" O.C.P-5 1'-0" 1'-0" 3'-0" 0" (4) #5 VERTICAL REBAR W/ #3 CLOSED TIES AT 10" O.C.WF-1 2'-0" 1'-0" -3'-0" (3) #5 REBAR LONGITUDINAL W/ #4 REBAR AT 18" O.C. TRANSVERSE (BOTTOM)WF-2 4'-0" 1'-6" -3'-0" (4) #5 REBAR LONGITUDINAL W/ #4 REBAR AT 18" O.C. TRANSVERSE (BOTTOM)COLUMN SCHEDULEMark SectionC-1 HSS4X4X3/8C-2 HSS6X6X3/8C-3 HSS10X10X3/8C-4 MC6X15.3C-5 Pipe6STD 3/16" = 1'-0"S1002DUMPSTER ENCLOSURE# Date Description J.0J.06.06.05.05.04.04.03.03.02.02.01.01.0H.0H.0G.0G.0F.0F.0E.0E.0D.0D.0C.0C.0B.0B.0A.0A.016'-0"11'-0"11'-0"16'-0"8'-6"62'-6"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"120'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"120'-0"3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9"3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9"16'-0"11'-0"11'-0"16'-0"8'-6"62'-6"W18X40 W18X40 W18X40W18X40W18X40W18X40W18X40W18X40 W18X40W18X40W18X40W18X40W18X40W18X40W16X31W16X31W16X31W16X31W24X68W27X84W30X90W16X31W16X31W16X31W16X31W16X31W16X3116K (638/375)16K (638/375)16K (638/375)16K (638/375)16K (638/375)16K (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)W24X5524LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)16K (638/375)16K (638/375)16K (638/375)16K (638/375)12K (638/375)12K (638/375)12K (638/375)12K (638/375)12K (638/375)12K (638/375)12K (638/375)12K (638/375)12K (638/375)12K (638/375)12K (638/375)16K (638/375)24LH (638/375)1'-3"1'-6"1'-6"1'-6"1'-6"1'-3"10"10"10"10"1'-3"1'-6"1'-6"1'-6"1'-6"1'-3"22'-5 3/8"9'-11 1/4"21'-7 3/8"1S3102S3103S3104S3105S3106S3107S3108S3109S3101S3112S3113S3114S311W21X506'-8 1/2"14'-4 1/2"6'-8 3/4"2S310Sim2S310Sim5S310Sim4" TOTAL THICKNESS NORMAL WEIGHT CONCRETE DECK REINF. W/ 6x6 W2.9xW2.9 W.W.F. OVER 1 1/2" x 20ga TYPE "C" FORM DECK (1.5C20), SEE SHEET S400 FOR CONNECTIONW18X40(3) #4 REBAR CONT. AS SHOWN3/8" STEEL SLAB EDGE WELDED TO STEEL EMBEDS IN MASONRY(3) #4 REBAR CONT. AS SHOWN3/8" STEEL SLAB EDGE WELDED TO STEEL EMBEDS IN MASONRY(3) #4 REBAR CONT. AS SHOWN3/8" STEEL SLAB EDGE WELDED TO STEEL EMBEDS IN MASONRY2S310Sim2S311Sim5S310SimSUPPORTED SLAB CONTROL JOINTS:CUT 1/8" WIDE x 5/8" DEEP CONTROL JOINTS IN THE SUPPORTED SLAB ALONG COLUMN GRID LINESSHEET NOTESA.DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS.B.ALL DIMENSIONS ARE TAKEN FROM GRID CENTERLINE, UNLESS NOTED OTHERWISE. DIMENSIONS WITH +/-ARE TO BE FIELD VERIFIED BY CONTRACTOR.C.REFER TO ARCHITECTURAL FOR WINDOW AND DOOR SIZES AND LOCATIONS.D.THIS SHEET DEPICTS EXTERIOR WALLS ONLY. REFER TO ARCHITECTURAL FOR DIMENSIONS AND LOCATIONS OF ALL WALLS.E.REFER TO ARCHITECTURAL FOR FIREPROOFING REQUIREMENTS OF BEAMS AND COLUMNS.F.STRUCTURAL STEEL FABRICATOR TO COORDINATE SLAB EDGE AND BEAM PLACEMENT WITH STAIR SUPPLIER PRIOR TO FABRICATIONJOIST DESIGN PARAMETERSA.JOIST MANUFACTURER TO DESIGN JOISTS TO DEPTHS SHOWN AND FOR UNIFORM LOADS AS INDICATED ( TOTAL LOAD / LIVE LOAD ).B.ALL JOISTS TO BE FABRICATED WITH 5" SEATS AND WITH SEAT EXTENSIONS AS INDICATED ON THE PLANS.C.JOIST DEFLECTION IS NOT TO EXCEED MINIMUM STANDARDS AS SET BY THE BUILDING CODE:L/240 TOTAL LOAD DEFLECTION LIMITL/360 LIVE LOAD DEFLECTION LIMITINE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:30 AMS120SECOND FLOOR FRAMING PLANClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor 3/16" = 1'-0"S1201SECOND FLOOR FRAMING PLAN - (TOP OF SLAB = +115'-0")# Date Description 2.01.0H.0G.0F.0E.0D.0C.0B.01S3102S3106S3107S3102S3111'-6"1'-6"1'-6"1'-4"1'-6"1'-4"1'-6"1'-4"1'-6"1'-10 3/4"2'-4" 15'-0"15'-0"15'-0"15'-0"15'-0" 2'-4"1'-6"1'-6"1'-6"1'-4"1'-6"1'-4"1'-6"1'-4"1'-6"1'-10 3/4"HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4HSS2X2X1/4INSTALL 1/4" END PLATE WITH SEAL WELD ON ALL OPEN ENDS OF TUBESINSTALL 1/4" END PLATE WITH SEAL WELD ON ALL OPEN ENDS OF TUBES6.0D.0C.0B.0C-1C-18'-10"1'-10"10'-8"12'-8" 2'-4" 13'-1" 1'-11"15'-5"W18X40-9"W18X40-9"W8X10-2'-1"W8X10-2'-1"W8X10-2'-1"W8X10-2'-1"W8X10-2'-1"ELEAVATION FROM TOP OF SECOND FLOOR SLAB (115'-0")2.01.0H.0G.0F.0E.0D.0C.0B.01S3102S3106S3107S3102S31115'-0"15'-0"15'-0"15'-0"15'-0"8'-6"3'-6"3'-0"3'-0"3'-6"3'-0"3'-6"3'-0"3'-6"8'-6"W18X40-9"W18X40-9"W18X40-9"W18X40-9"W18X40-9"W16X31-9"W16X31-9"W16X31-9"W8X10-2'-2"W8X10-2'-2"W8X10-2'-2"W8X10-2'-2"W8X10-2'-2"W8X10-2'-2"W8X10-2'-2"W8X10-2'-2"3'-0"12'-0"3'-0"12'-0"W10X15-2'-10"W10X15-2'-10"W10X15-2'-10"W10X15-2'-10"W10X15-2'-10"15'-0"W18X40-9"ELEAVATION FROM TOP OF SECOND FLOOR SLAB (115'-0")INE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:30 AMS121LOWER TRELLIS AND ENTRY CANOPYFRAMING PLANClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor 3/16" = 1'-0"S1212FIRST FLOOR TRELLIS (PURLINS) - (TOP OF STEEL = 113'-0") 3/16" = 1'-0"S1213ENTRY CANOPY 3/16" = 1'-0"S1211FIRST FLOOR TRELLIS (SUPPORT FRAMING)# Date Description J.0J.06.06.05.05.04.04.03.03.02.02.01.01.0H.0H.0G.0G.0F.0F.0E.0E.0D.0D.0C.0C.0B.0B.0A.0A.016'-0"11'-0"11'-0"16'-0"8'-6"62'-6"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"120'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"120'-0"3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9"3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9"16'-0"11'-0"11'-0"16'-0"8'-6"62'-6"W18X40 W18X40 W18X40W18X40W18X40W18X40W18X40W18X40 W18X40W18X40W18X40W18X40W18X40W18X40W16X31W24X55W21X50W27X84W30X90W16X31W16X31W16X31W16X31W16X31W16X3116K (638/375)16K (638/375)16K (638/375)16K (638/375)16K (638/375)16K (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)28LH (638/375)28LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)W24X5528LH (638/375)24LH (638/375)28LH (638/375)24LH (638/375)28LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)28LH (638/375)24LH (638/375)28LH (638/375)24LH (638/375)28LH (638/375)24LH (638/375)28LH (638/375)24LH (638/375)28LH (638/375)24LH (638/375)28LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)16K (638/375)16K (638/375)16K (638/375)16K (638/375)16K (638/375)24LH (638/375)8 1/2"11 1/2"11 1/2"11 1/2"11 1/2"8 1/2"3 1/2"3 1/2"3 1/2"3 1/2"8 1/2"11 1/2"11 1/2"11 1/2"11 1/2"8 1/2"5S3126S3127S3121S3124" TOTAL THICKNESS NORMAL WEIGHT CONCRETE DECK REINF. W/ 6x6 W2.9xW2.9 W.W.F. OVER 1 1/2" x 20ga TYPE "C" FORM DECK (1.5C20), SEE SHEET S400 FOR CONNECTIONW18X40(3) #4 REBAR CONT. AS SHOWN3/8" STEEL SLAB EDGE WELDED TO STEEL EMBEDS IN MASONRY(3) #4 REBAR CONT. AS SHOWN3/8" STEEL SLAB EDGE WELDED TO STEEL EMBEDS IN MASONRY(3) #4 REBAR CONT. AS SHOWN3/8" STEEL SLAB EDGE WELDED TO STEEL EMBEDS IN MASONRY7S312Sim1S312Sim1S312Sim7S312Sim6S312Sim3S3133S313Sim3S313Sim6S312Sim3S313Sim6S312Sim6S312Sim9S310Sim1S311Sim8S310Sim3S311Sim7S312SimSUPPORTED SLAB CONTROL JOINTS:CUT 1/8" WIDE x 5/8" DEEP CONTROL JOINTS IN THE SUPPORTED SLAB ALONG COLUMN GRID LINESSHEET NOTESA.DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS.B.ALL DIMENSIONS ARE TAKEN FROM GRID CENTERLINE, UNLESS NOTED OTHERWISE. DIMENSIONS WITH +/-ARE TO BE FIELD VERIFIED BY CONTRACTOR.C.REFER TO ARCHITECTURAL FOR WINDOW AND DOOR SIZES AND LOCATIONS.D.THIS SHEET DEPICTS EXTERIOR WALLS ONLY. REFER TO ARCHITECTURAL FOR DIMENSIONS AND LOCATIONS OF ALL WALLS.E.REFER TO ARCHITECTURAL FOR FIREPROOFING REQUIREMENTS OF BEAMS AND COLUMNS.F.STRUCTURAL STEEL FABRICATOR TO COORDINATE SLAB EDGE AND BEAM PLACEMENT WITH STAIR SUPPLIER PRIOR TO FABRICATIONJOIST DESIGN PARAMETERSA.JOIST MANUFACTURER TO DESIGN JOISTS TO DEPTHS SHOWN AND FOR UNIFORM LOADS AS INDICATED ( TOTAL LOAD / LIVE LOAD ).B.ALL JOISTS TO BE FABRICATED WITH 5" SEATS AND WITH SEAT EXTENSIONS AS INDICATED ON THE PLANS.C.JOIST DEFLECTION IS NOT TO EXCEED MINIMUM STANDARDS AS SET BY THE BUILDING CODE:L/240 TOTAL LOAD DEFLECTION LIMITL/360 LIVE LOAD DEFLECTION LIMITINE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:31 AMS130THIRD FLOOR FRAMING PLANClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor 3/16" = 1'-0"S1301THIRD FLOOR FRAMING PLAN - (TOP OF SLAB = 128'-0")# Date Description J.0J.06.06.05.05.04.04.03.03.02.02.01.01.0H.0H.0G.0G.0F.0F.0E.0E.0D.0D.0C.0C.0B.0B.0A.0A.016'-0"11'-0"11'-0"16'-0"8'-6"62'-6"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"120'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"120'-0"3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9"3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9" 3'-9"16'-0"11'-0"11'-0"16'-0"8'-6"62'-6"W18X40 W18X40 W18X40W18X40W18X40W18X40W18X40W18X40 W18X40W18X40W18X40W18X40W18X40W18X40W16X31W24X55W21X50W27X84W30X90W16X31W16X31W16X31W16X31W16X31W16X3116K (638/375)16K (638/375)16K (638/375)16K (638/375)16K (638/375)16K (638/375)24LH (638/375)W16X3124LH (638/375)24LH (638/375)W24X5524LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)W24X55W24X5524LH (638/375)24LH (638/375)24LH (638/375)W24X5524LH (638/375)W24X5524LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)24LH (638/375)16K (638/375)16K (638/375)16K (638/375)16K (638/375)16K (638/375)24LH (638/375)5S3116S3117S3118S3119S3112S3124S3128S312MC12X31MC12X311S3131 1/2" x 20ga TYPE "B" ROOF DECK (1.5B20), SEE SHEET S400 FOR CONNECTIONW18X403/8" BENT STEEL PLATE EDGE WELDED TO STEEL EMBEDS IN MASONRY3/8" BENT STEEL PLATE EDGE WELDED TO STEEL EMBEDS IN MASONRY3/8" BENT STEEL PLATE EDGE WELDED TO STEEL EMBEDS IN MASONRY2S313JOIST BEARING (-9") THIS LINEJOIST BEARING (-1'-5") THIS LINEJOIST BEARING (-1'-10 1/2") THIS LINEJOIST BEARING (-9") THIS LINEJOIST BEARING (-4 3/4") THIS LINEJOIST BEARING (-1'-5") THIS LINE[+5"][+5"][+5"][+5"][+5"][+5"][+5"][+5"][+5"][+5"]INDICATES ELEVATION RELATIVE TO OTHER BEAMS (RAISED TO PROVIDE DIRECT SUPPORT TO THE DECK), TYP.11 1/2"8 1/2"8 1/2"11 1/2"11 1/2"11 1/2"9"1'-0"4"4"4"4"1'-0"9"1'-0"1'-0"4S312Sim7S311Sim9S311Sim7S311Sim4S312SimJOIST SUPPLIER TO COORDINATE ROOF TOP EQUIPMENT LOADS AND LOCATIONS WITH MECHANICAL DRAWINGSSHEET NOTESA.DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS.B.ALL DIMENSIONS ARE TAKEN FROM GRID CENTERLINE, UNLESS NOTED OTHERWISE. DIMENSIONS WITH +/-ARE TO BE FIELD VERIFIED BY CONTRACTOR.C.REFER TO ARCHITECTURAL FOR WINDOW AND DOOR SIZES AND LOCATIONS.D.THIS SHEET DEPICTS EXTERIOR WALLS ONLY. REFER TO ARCHITECTURAL FOR DIMENSIONS AND LOCATIONS OF ALL WALLS.E.REFER TO ARCHITECTURAL FOR FIREPROOFING REQUIREMENTS OF BEAMS AND COLUMNS.F.STRUCTURAL STEEL FABRICATOR TO COORDINATE SLAB EDGE AND BEAM PLACEMENT WITH STAIR SUPPLIER PRIOR TO FABRICATIONJOIST DESIGN PARAMETERSA.JOIST MANUFACTURER TO DESIGN JOISTS TO DEPTHS SHOWN AND FOR UNIFORM LOADS AS INDICATED ( TOTAL LOAD / LIVE LOAD ).B.ALL JOISTS TO BE FABRICATED WITH 5" SEATS AND WITH SEAT EXTENSIONS AS INDICATED ON THE PLANS.C.JOIST DEFLECTION IS NOT TO EXCEED MINIMUM STANDARDS AS SET BY THE BUILDING CODE:L/240 TOTAL LOAD DEFLECTION LIMITL/360 LIVE LOAD DEFLECTION LIMIT5.04.0D.0C.08S312@800S162-542'-0"INE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:32 AMS140ROOF FRAMING PLANClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor 3/16" = 1'-0"S1401ROOF FRAMING - (TOP OF ROOF = 141'-0") 3/16" = 1'-0"S1402ROOF VESTIBULE FLOOR FRAMING# Date Description J.0J.06.06.05.05.04.04.03.03.02.02.01.01.0H.0H.0G.0G.0F.0F.0E.0E.0D.0D.0C.0C.0B.0B.0A.0A.09'-9 1/2" 12'-10 1/2"22'-8"2'-1 1/2"15'-0 11/16"3 13/16"11'-0"4 3/16"11'-8"5'-2 1/2" 9'-9 1/2" 12'-6"3 13/16"7'-10 7/16"8'-2 1/4" 7'-1 9/16"4'-6 5/8"5'-4 5/8"9'-11 1/4"5'-7 3/8"1'-6 3/4"9'-9 1/4"11'-4"3 13/16"11'-0"11'-0"3 13/16"22'-7 5/8"22'-7 5/8"7S3118S3119S3113S3124S312@600S162-542'-0"@600S162-542'-0"@600S162-542'-0"@HSS2X2X1/41'-6"7'-0"24'-6"2'-6"34'-0"@600S162-542'-0"3'-6"7'-6"3'-7 1/2"9S3121 1/2" x 20ga TYPE "B" ROOF DECK (1.5B20), SEE SHEET S400 FOR CONNECTION1 1/2" x 20ga TYPE "B" ROOF DECK (1.5B20), SEE SHEET S400 FOR CONNECTION1 1/2" x 20ga TYPE "B" ROOF DECK (1.5B20), SEE SHEET S400 FOR CONNECTION1 1/2" x 20ga TYPE "B" ROOF DECK (1.5B20), SEE SHEET S400 FOR CONNECTION4'-0"7'-0"8'-0"3'-9"7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6"3'-9" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6"10'-3"1'-0"3'-0"7'-6" 3'-9"C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-4C-2C-2C-2C-2C-2C-2C-2C-24'-0"7'-0"3'-0"C-4C-4C-4+51'-6 1/2"TOP OF STEEL+51'-6 1/2"TOP OF STEEL+56'-6"TOP OF STEEL+51'-6 1/2"TOP OF STEELW10X159'-10"W10X159'-10"W10X159'-10"W8X2810'-6"W8X2810'-6"W8X2810'-6"W8X2810'-6"W10X159'-10"W10X159'-10"W10X159'-10"BRICK SUPPORT ANGLE ALL SIDES AS SHOWN ABOVE ROOF, SEE ELEVATIONS FOR SIZE AND ATTACHMENTBRICK SUPPORT ANGLE ALL SIDES AS SHOWN ABOVE ROOF, SEE ELEVATIONS FOR SIZE AND ATTACHMENT1'-0 5/8"BRICK SUPPORT ANGLE ALL SIDES AS SHOWN ABOVE ROOF, SEE ELEVATIONS FOR SIZE AND ATTACHMENTBRICK SUPPORT ANGLE ALL SIDES AS SHOWN ABOVE ROOF, SEE ELEVATIONS FOR SIZE AND ATTACHMENTINSTALL 1/4" END PLATE WITH SEAL WELD ON ALL OPEN ENDS OF TUBES15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"16'-0"11'-0"11'-0"16'-0"8'-6"62'-6"120'-0"49'-6"2'-3"2'-3"INDICATES ELEVATION ABOVE ROOF = 141'-0"SHEET NOTESA.DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS.B.ALL DIMENSIONS ARE TAKEN FROM GRID CENTERLINE, UNLESS NOTED OTHERWISE. DIMENSIONS WITH +/-ARE TO BE FIELD VERIFIED BY CONTRACTOR.C.REFER TO ARCHITECTURAL FOR WINDOW AND DOOR SIZES AND LOCATIONS.D.THIS SHEET DEPICTS EXTERIOR WALLS ONLY. REFER TO ARCHITECTURAL FOR DIMENSIONS AND LOCATIONS OF ALL WALLS.E.REFER TO ARCHITECTURAL FOR FIREPROOFING REQUIREMENTS OF BEAMS AND COLUMNS.F.STRUCTURAL STEEL FABRICATOR TO COORDINATE SLAB EDGE AND BEAM PLACEMENT WITH STAIR SUPPLIER PRIOR TO FABRICATIONJOIST DESIGN PARAMETERSA.JOIST MANUFACTURER TO DESIGN JOISTS TO DEPTHS SHOWN AND FOR UNIFORM LOADS AS INDICATED ( TOTAL LOAD / LIVE LOAD ).B.ALL JOISTS TO BE FABRICATED WITH 5" SEATS AND WITH SEAT EXTENSIONS AS INDICATED ON THE PLANS.C.JOIST DEFLECTION IS NOT TO EXCEED MINIMUM STANDARDS AS SET BY THE BUILDING CODE:L/240 TOTAL LOAD DEFLECTION LIMITL/360 LIVE LOAD DEFLECTION LIMITINE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:32 AMS150UPPER ROOF FRAMING PLANClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor 3/16" = 1'-0"S1501UPPER ROOF FRAMING# Date Description FIRST FLOOR100'-0"6.05.04.03.02.01.0SECOND FLOOR115'-0"THIRD FLOOR128'-0"ROOF141'-0"T/O STAIR TOWER153'-0"TOP OF FOOTING97'-0"L-2L-1L-3L-1L-2ROOF - ELEV DECK142'-0"FIRST FLOOR100'-0"J.0H.0G.0F.0E.0D.0C.0B.0A.0SECOND FLOOR115'-0"THIRD FLOOR128'-0"ROOF141'-0"T/O STAIR TOWER153'-0"TOP OF FOOTING97'-0"L-2L-2L-1L-1L-1L-1L-2L-2L-3L-3L-3L-3L-1T/O HOISTWAY158'-0"ROOF - ELEV DECK142'-0"FIRST FLOOR100'-0"6.05.04.03.02.01.0SECOND FLOOR115'-0"THIRD FLOOR128'-0"ROOF141'-0"T/O STAIR TOWER153'-0"TOP OF FOOTING97'-0"L-1L-1L-2L-2L-3 (ELEVATOR BEYOND)L-3T/O HOISTWAY158'-0"ROOF - ELEV DECK142'-0"FIRST FLOOR100'-0"J.0H.0G.0F.0E.0D.0C.0B.0A.0SECOND FLOOR115'-0"THIRD FLOOR128'-0"ROOF141'-0"T/O STAIR TOWER153'-0"TOP OF FOOTING97'-0"L-1L-1L-1L-1L-1L-1L-1L-1L-2L-2L-2L-2L-2L-2L-2L-3L-3 (STAIR TOWER BEYOND)L-3 (ELEVATOR BEYOND)L-3 (STAIR TOWER BEYOND)T/O HOISTWAY158'-0"ROOF - ELEV DECK142'-0"INE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:35 AMS200FRAMING ELEVATIONSClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor 1/8" = 1'-0"S2001STEEL LINTEL FRAMING ELEVATION - EAST 1/8" = 1'-0"S2002STEEL LINTEL FRAMING ELEVATION - SOUTH 1/8" = 1'-0"S2003STEEL LINTEL FRAMING ELEVATION - WEST 1/8" = 1'-0"S2004STEEL LINTEL FRAMING ELEVATION - NORTHSTEEL LINTEL SCHEDULEMARK SIZECOMMENTSL-1 L6X6X3/8 [GALVANIZED] WELDED TO STEEL CHANNELSL-2 L6X4X5/16 [GALVANIZED] 8" MIN. BEARING EACH ENDL-3 L5X5X3/8 [GALVANIZED] SECURED TO MASONRY WITH 5/8" DIA. x 6" EXPANSION ANCHORS AT 8" O.C.# Date Description FIRST FLOOR100'-0"TOP OF FOOTING97'-0"BRICK VENEER, SEE ARCHITECTURALLIGHT GAGE STUDSSLAB ON GRADE, SEE FOUNDATION PLAN FOR SPECIFICATIONS2" RIGID INSULATIONREINFORCED CONCRETE FOOTING, SEE FOUNDATION PLANCONCRETE FOUNDATION WALL REINFORCED WITH #5 REBAR AT 12" O.C. (HORIZ) #5 REBAR AT 18" O.C. (VERT) [EACH FACE]APPROXIMATE GRADETERMINATE VERTICAL REINFORCEMENT INTO FOOTING WITH ACI 90° HOOK8"1'-0"FIRST FLOOR100'-0"TOP OF FOOTING97'-0"SLAB ON GRADE, SEE FOUNDATION PLAN FOR SPECIFICATIONS2" RIGID INSULATIONREINFORCED CONCRETE FOOTING, SEE FOUNDATION PLANCONCRETE FOUNDATION WALL REINFORCED WITH #5 REBAR AT 12" O.C. (HORIZ) #5 REBAR AT 18" O.C. (VERT) [EACH FACE]TERMINATE VERTICAL REINFORCEMENT INTO FOOTING WITH ACI 90° HOOK1 1/2"x1 1/2" P.T. WOOD WITH 16d NAILS (1 1/2" PROJECTION) AT 6" O.C. ON INTERIOR SLAB SIDE1 1/2" RIGID INSULATION1/2" DIA. x 2'-0" SMOOTH DOWELS AT 12" O.C. (3 MIN. PER OPENING) CENTERED ON JOINT(1) #5 REBAR CONT.(1) #5 REBAR CONT.EXTEND VERTICAL REBAR INTO TURNDOWN8"1'-0"FIRST FLOOR100'-0"TOP OF FOOTING97'-0"BRICK VENEER, SEE ARCHITECTURALAPPROXIMATE GRADEEXTEND WALL REINF. THROUGH PEDESTALSLAB ON GRADE, SEE FOUNDATION PLAN FOR SPECIFICATIONS2" RIGID INSULATIONREINFORCED CONCRETE FOOTING, SEE FOUNDATION PLANSTEEL COLUMN, SEE PLANSTEEL BASE PLATE AND ANCHOR RODS, SEE SCHEDULE AND TYPICAL DETAILCONCRETE PIER, SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT(1) #5 REBAR, CONT.8"PROVIDE (2) TIES AT TOP OF PIER, RESUME TYPICAL TIE SPACING BELOWFIRST FLOOR100'-0"TOP OF FOOTING97'-0"BRICK VENEER, SEE ARCHITECTURALAPPROXIMATE GRADESLAB ON GRADE, SEE FOUNDATION PLAN FOR SPECIFICATIONS2" RIGID INSULATIONREINFORCED CONCRETE FOOTING, SEE FOUNDATION PLANDOWELS TO MATCH WALL VERTICAL BAR SIZE AND SPACING, TERMINATE INTO FOOTING WITH STANDARD ACI 90° HOOK4" CMU BELOW GRADE, SOLID GROUT ALL CELLSFIRST FLOOR100'-0"SLAB ON GRADE, SEE FOUNDATION PLAN FOR SPECIFICATIONSREINFORCED CONCRETE FOOTING, SEE FOUNDATION PLANSTEEL COLUMN, SEE PLANSTEEL BASE PLATE AND ANCHOR RODS, SEE SCHEDULE AND TYPICAL DETAIL1'-0"FIRST FLOOR100'-0"1" CHAMFER ALL SIDESREINFORCED CONCRETE PIER, SEE FOUNDATION PLAN(2) TIES AT TOP OF PIER, RESUME TYPICAL TIE SPACING BELOW2" CLR.STEEL COLUMN, SEE PLANSTEEL BASE PLATE AND ANCHOR RODS, SEE SCHEDULE AND TYPICAL DETAILSEE ARCHITECTURAL FOR REQUIRED FLASHING AND/OR WATERPROOFINGA) CONTROL JOINT (C.J.)B) CONSTRUCTION JOINT (CONST. JT.)CONTINUE SLAB REINF. THROUGHCONTROL JOINTS1/8" X 1" DEEP SAWCUT CONTROLJOINT, SEE GENERAL NOTES FORFINISH REQUIREMENTSFINISH FLOOR100.00' (0'-0" F.F.)DISCONTINUE SLAB REINF.AT CONSTRUCTION JOINTS1/2" DIA. X 2'-0" SMOOTHDOWELS AT 24" O.C. PLACEDLEVEL AND SQUARE WITH JOINT,GREASE ONE END OF DOWELFINISH FLOOR100.00' (0'-0" F.F.)1'-6" 1'-6"6"DAMAGE THREADS OR TACKWELDASTM F1554 ANCHOR RODS WITHSTANDARD NUTS AND WASHERSNON-SHRINK GROUT PLACED IMMEDIATELYAFTER COLUMN IS PLUMBEDSTEEL BASE PLATELEVELING NUT ATEACH ANCHOR RODCONCRETE LAP SCHEDULEBAR SIZE#328"22"#437"29"#547"36"#656"43"#781"63"#893"72" TOP REINF. OTHER LAP LENGTHR = 4 BAR DIAMETERSDIAMETERS12 BARSTANDARD ACI 90° HOOKINE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:36 AMS300FOUNDATION DETAILSClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor 1" = 1'-0"S3001TYPICAL PERIMETER FOUNDATION 1" = 1'-0"S3002PERIMETER FOUNDATION AT OPENING 1" = 1'-0"S3003TYPICAL PERIMETER COLUMN FOUNDATION 1" = 1'-0"S3004FOUNDATION AT CONCRETE MASONRY WALL 1" = 1'-0"S3005TYPICAL INTERIOR COLUMN FOOTING 1" = 1'-0"S3006RAISED PIER 1" = 1'-0"S3007TYPICAL SLAB JOINTS 1" = 1'-0"S3008ANCHOR ROD DIAGRAM# Date Description SECOND FLOOR115'-0"3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANRIGID LIGHT GAGE CLIP ANGLE3 5/8" LIGHT GAGE BRACES EACH STUDL2x2x1/4 STEEL ANGLE BRACE AT EACH JOIST (WELDED EACH END)SEE PLANEDGE OF DECK5"1/81/8SECOND FLOOR115'-0"SEE PLANEDGE OF DECK3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANC6x10.5 STEEL CHANNELS AT 16" O.C.CONT. BRICK RELIEF ANGLE WELDED TO STRUCTURE, SEE FRAMING ELEVATIONSL2x2x1/4 STEEL ANGLE BRACE AT EACH JOIST (WELDED EACH END)3/16 43/16 4#4 REBAR x 3'-0" AT 18" O.C. WELDED TO EDGE ANGLE3/163/16AFTERADJUSTMENTCONT. L6x4x3/8 (LLH) STEEL ANGLE FOR TOP OF WALL SUPPORT1/2"x4"x4" STEEL PLATE WITH (2) ERECTION BOLTS IN DOUBLE SLOTTED HOLE FOR ADJUSTMENT. WELD AFTER ALIGNEDTRELLIS FRAMING, SEE PLANS2"L2x2x1/4 STEEL ANGLE BRACE AT 4'-0" O.C. (WELDED EACH END)5"1/81/8SECOND FLOOR115'-0"3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANC6x10.5 STEEL CHANNELS AT 16" O.C.CONT. BRICK RELIEF ANGLE WELDED TO STRUCTURE, SEE FRAMING ELEVATIONSL2x2x1/4 STEEL ANGLE BRACE AT 4'-0" O.C. (WELDED EACH END)3/16 43/16 4#4 REBAR x 3'-0" AT 18" O.C. WELDED TO EDGE ANGLE3/163/16AFTERADJUSTMENTCONT. L6x4x3/8 (LLH) STEEL ANGLE FOR TOP OF WALL SUPPPORT1/2"x4"x4" STEEL PLATE WITH (2) ERECTION BOLTS IN DOUBLE SLOTTED HOLE FOR ADJUSTMENT. WELD AFTER ALIGNED2"SEE PLANEDGE OF DECKL2x2x1/4 STEEL ANGLE BRACE AT 4'-0" O.C. (WELDED EACH END)1/4 2@6SECOND FLOOR115'-0"3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANC6x10.5 STEEL CHANNELS AT 16" O.C.CONT. BRICK RELIEF ANGLE WELDED TO STRUCTURE, SEE FRAMING ELEVATIONSL2x2x1/4 STEEL ANGLE BRACE AT EACH JOIST(WELDED EACH END)3/16 43/16 4#4 REBAR x 3'-0" AT 18" O.C. WELDED TO EDGE ANGLE3/163/16AFTERADJUSTMENTCONT. L6x4x3/8 (LLH) STEEL ANGLE FOR TOP OF WALL SUPPORT1/2"x4"x4" STEEL PLATE WITH (2) ERECTION BOLTS IN DOUBLE SLOTTED HOLE FOR ADJUSTMENT. WELD AFTER ALIGNEDSEE PLANEDGE OF DECK2"L2x2x1/4 STEEL ANGLE BRACE AT 4'-0" O.C. (WELDED EACH END)5"1/81/8SECOND FLOOR115'-0"3/8" EDGE ANGLESTEEL BEAM, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANC6x10.5 STEEL CHANNELS AT 16" O.C.CONT. BRICK RELIEF ANGLE WELDED TO STRUCTURE, SEE FRAMING ELEVATIONSL2x2x1/4 STEEL ANGLE BRACE AT 4'-0" O.C. (WELDED EACH END)3/16 43/16 4#4 REBAR x 3'-0" AT 18" O.C. WELDED TO EDGE ANGLE3/163/16AFTERADJUSTMENTCONT. L6x4x3/8 (LLH) STEEL ANGLE FOR TOP OF WALL SUPPORT1/2"x4"x4" STEEL PLATE WITH (2) ERECTION BOLTS IN DOUBLE SLOTTED HOLE FOR ADJUSTMENT. WELD AFTER ALIGNEDL2x2x1/4 STEEL ANGLE BRACE AT 4'-0" O.C. (WELDED EACH END)1/4 2@6SECOND FLOOR115'-0"3/8" EDGE ANGLESTEEL JOIST, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANRIGID LIGHT GAGE CLIP ANGLE3 5/8" LIGHT GAGE BRACES EACH STUDL2x2x1/4 STEEL ANGLE BRACE AT 4'-0" O.C. (WELDED EACH END)STEEL BEAM, SEE FRAMING PLANTRELLIS FRAMING, SEE PLANS3/163/16STEEL BEAM, SEE FRAMING PLAN1/4 2@6SECOND FLOOR115'-0"STEEL JOIST, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANSTEEL BEAM, SEE FRAMING PLAN1/81/85"SECOND FLOOR115'-0"STEEL JOIST, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANSTEEL BEAM, SEE FRAMING PLAN1/81/85"SECOND FLOOR115'-0"STEEL BEAM, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANBOND BEAM WITH (1) #5 REBAR CONT.BOND BEAM WITH (1) #5 REBAR CONT.FILL BEAM VOID SOLID WITH GROUT5"1/2"x6"x16" STEEL PLATE WITH (2) 5/8" DIA. x 5" EMBED HEADED STUDSTS5x5x3/8 x 6" STEEL TUBE SPACER3/8" EDGE ANGLE(3) #4 REBAR CONT. DIAPHRAGM REINFORCING AROUND MASONRY WALL3/8"x6"x6" STEEL PLATES AT 16" O.C. WITH (2) 5/8" DIA. x 5" EMBED HEADED STUDS1/4 61/4 6GROUT SOLID 4-COURSES MINIMUM BELOW BEAM BEARINGINE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:38 AMS310FRAMING DETAILSClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor 1" = 1'-0"S3101Section 1 1" = 1'-0"S3102Section 2 1" = 1'-0"S3103Section 3 1" = 1'-0"S3104Section 4 1" = 1'-0"S3105Section 5 1" = 1'-0"S3106Section 6 1" = 1'-0"S3107Section 7 1" = 1'-0"S3108Section 8 1" = 1'-0"S3109Section 9# Date Description ROOF141'-0"ROOF - ELEV DECK142'-0"STEEL CONNECTION PER CURTAINWALL MANUFACTURER3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANSTEEL ROOF DECK, SEE FRAMING PLAN1/81/8ROOF141'-0"ROOF - ELEV DECK142'-0"STEEL CONNECTION PER CURTAINWALL MANUFACTURER3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL ROOF DECK, SEE FRAMING PLAN1/4 2@6SECOND FLOOR115'-0"STEEL JOIST, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANL6x6x3/8 x 10" STIFFENED STEEL ANGLE SEATTYP.1/81/8TYP.STEEL COLUMN, SEE FOUNDATION PLAN (BEAM INTO THE PAGE NOT SHOWN FOR CLARITY)SECOND FLOOR115'-0"STEEL BEAM, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLAN3/8" BENT PLATEC6x10.5 STEEL CHANNELS (BEYOND)CONT. BRICK RELIEF ANGLE WELDED TO STRUCTURE, SEE FRAMING ELEVATIONS3/163/16CONT. L6x4x3/8 (LLH) STEEL ANGLE FOR TOP OF WALL SUPPPORTTS5x5x3/8 STEEL TUBE OUTRIGGERTS5x5x3/8 x 6" STEEL TUBE SHIMSEE PLANEDGE OF DECK1'-0"SECOND FLOOR115'-0"3/8" EDGE ANGLESTEEL JOIST, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANTS5x5x3/8 STEEL TUBE OUTRIGGERTRELLACE FRAMING, SEE PLANSTS5x5x3/8 x 6" STEEL TUBE SHIMSTEEL BEAM, SEE FRAMING PLAN3/16L6x6x3/8 x 6" STIFFENED STEEL ANGLE SEAT10"SEE PLANEDGE OF DECK1/81/8SECOND FLOOR115'-0"3/8" EDGE ANGLESTEEL JOIST, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANBOND BEAM WITH (1) #5 REBAR CONT.BOND BEAM WITH (1) #5 REBAR CONT.FILL JOIST SEAT VOID SOLID WITH GROUT1/2"x6"x16" STEEL PLATE WITH (2) 5/8" DIA. x 5" EMBED HEADED STUDS(3) #4 REBAR CONT. DIAPHRAGM REINFORCING AROUND MASONRY WALL5"5"3/8"x6"x6" STEEL PLATES AT 16" O.C. WITH (2) 5/8" DIA. x 5" EMBED HEADED STUDS1/4 61/4 6ROOF141'-0"ROOF - ELEV DECK142'-0"SLOTTED LIGHT GAGE DEFLECTION CLIP ANGLE EACH STUD3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANSTEEL ROOF DECK, SEE FRAMING PLAN1/81/8ROOF141'-0"ROOF - ELEV DECK142'-0"3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL ROOF DECK, SEE FRAMING PLANSLOTTED LIGHT GAGE DEFLECTION CLIP ANGLE EACH STUD1/4 2@6ROOF141'-0"ROOF - ELEV DECK142'-0"3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL ROOF DECK, SEE FRAMING PLANSLOTTED LIGHT GAGE DEFLECTION CLIP ANGLE EACH STUD1/4 2@6INE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:40 AMS311FRAMING DETAILSClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor 1" = 1'-0"S3115Section 14 1" = 1'-0"S3116Section 15 1" = 1'-0"S3113Section 12 1" = 1'-0"S3114Section 13 1" = 1'-0"S3112Section 11 1" = 1'-0"S3111Section 10 1" = 1'-0"S3117Section 16 1" = 1'-0"S3118Section 17 1" = 1'-0"S3119Section 18# Date Description THIRD FLOOR128'-0"STEEL BEAM, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLAN3/8" BENT PLATESTEEL JOIST, SEE FRAMING PLANSTEEL CONNECTION PER CURTAINWALL MANUFACTURER1/8 01/8 05"SEE PLANEDGE OF DECKSTEEL JOIST, SEE FRAMING PLANMETAL ROOF DECK, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANSTEEL BEAM, SEE FRAMING PLAN1/81/8T/O STAIR TOWER153'-0"L5x5x3/8 x CONT. STEEL ANGLE WITH (1) 5/8" x 6" EMBED EXPANSION ANCHOR AT 16" O.C.BOND BEAM WITH (1) #5 REBAR CONT.LIGHT GAGE STEEL JOISTS, SEE FRAMING PLANROOF141'-0"ROOF - ELEV DECK142'-0"STEEL CONNECTION PER CURTAINWALL MANUFACTURER3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANSTEEL ROOF DECK, SEE FRAMING PLAN1/81/8SEE PLANEDGE OF DECKTHIRD FLOOR128'-0"STEEL CONNECTION PER CURTAINWALL MANUFACTURER3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANSTEEL ROOF DECK, SEE FRAMING PLANSEE PLANEDGE OF DECK1/81/8THIRD FLOOR128'-0"STEEL CONNECTION PER CURTAINWALL MANUFACTURER3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL ROOF DECK, SEE FRAMING PLANSEE PLANEDGE OF DECK1/4 2@6THIRD FLOOR128'-0"3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL JOIST, SEE FRAMING PLANSTEEL ROOF DECK, SEE FRAMING PLANSLOTTED LIGHT GAGE DEFLECTION CLIP ANGLE EACH STUD1/81/8SEE PLANEDGE OF DECKROOF141'-0"ROOF - ELEV DECK142'-0"6" LIGHT GAGE BEARING WALL, STUDS TO ALIGN WITH JOISTS ABOVE6" LIGHT GAGE BEARING WALL3/8" BENT PLATELIGHT GAGE FLOOR JOISTS, SEE FRAMING PLANCONCRETE SLAB OVER METAL DECK, SEE FRAMING PLANSTEEL CHANNEL (TOE DOWN) BETWEEN DECK FLUTES1/8 3EACH SIDE,EACH JOISTT/O STAIR TOWER153'-0"6" LIGHT GAGE BEARING WALLLIGHT GAGE JOISTS, SEE FRAMING PLAN14ga. x 3" LEG CONT. TRACK LEDGER WITH(4) #10 SCREWS EACH STUD AND (2) #10 SCREWS TOP AND BOTTOM AT EACH JOISTINE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:42 AMS312FRAMING DETAILSClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor 1" = 1'-0"S3121Section 19 1" = 1'-0"S3122Section 20 1" = 1'-0"S3123Section 21 1" = 1'-0"S3124Section 22 1" = 1'-0"S3125Section 23 1" = 1'-0"S3126Section 24 1" = 1'-0"S3127Section 25 1" = 1'-0"S3128Section 26 1" = 1'-0"S3129Section 27# Date Description ROOF141'-0"ROOF - ELEV DECK142'-0"STEEL COLUMN, SEE FRAMING PLAN3/4"x7"x11" STEEL PLATE(4) 5/8" DIA. A325 BOLTS [PRE-TENSION]6" DIA. SCH. 40 STEEL PIPE COLUMN STUB3/4"x7"x12" STEEL PLATE(4) 3/4" DIA. A325 BOLTS[PRE-TENSION]STEEL JOSIT/BEAM, SEE FRAMING PLANSEAL WELD AROUND COLUMN BASEROOF141'-0"ROOF - ELEV DECK142'-0"STEEL COLUMN, SEE FRAMING PLAN3/4"x7"x11" STEEL PLATE(4) 5/8" DIA. A325 BOLTS [PRE-TENSION]EXTEND COLUMN THROUGH ROOFSEAL WELD AROUND COLUMN BASETHIRD FLOOR128'-0"3/8" BENT PLATESTEEL BEAM, SEE FRAMING PLANSTEEL ROOF DECK, SEE FRAMING PLANSLOTTED LIGHT GAGE DEFLECTION CLIP ANGLE EACH STUD1/4 2@6INE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:43 AMS313FRAMING DETAILSClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor 1" = 1'-0"S3131Section 28 1" = 1'-0"S3132Section 29 1" = 1'-0"S3133Section 30# Date Description JAMB WIDTHEQUALEQUALCMU WIDTHSEE SCHEDULE3 1/2"LINTEL DEPTHSEE SCHEDULE4"TYP.SEE LAP SCHEDULE2'-0"MIN.2'-0"MIN.SEE PLANSEE ARCHITECTURALNOTES:1.GROUT SOLID ALL CELLS WITH REINFORCING.2.USE NORMAL WEIGHT BLOCKS BELOW GRADE. USE MEDIUM OR NORMAL WEIGHT BLOCKSABOVE GRADE.3.LOCATE BOND BEAMS AS INDICATED ON DRAWINGS. USE BOND BEAM BLOCKS WITHOPEN BOTTOMS ONLY. DO NOT USE TROUGH-TYPE BLOCKS AT BOND BEAMS.4.DO NOT CONTINUE BOND BEAM REINFORCING OR HORIZONTAL JOINT REINFORCINGTHROUGH VERTICAL CONTROL JOINTS.5.ALL MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND.6.AT EMBEDDED PLATE LOCATIONS, DRILL A 2 1/2" HOLE IN MASONRY FACE CENTERED ONEACH HEADED STUD ANCHOR. GROUT SOLID VOID BETWEEN HEADED STUD ANCHOR ANDMASONRY FACE SHELL.9 GAGE GALV. HORIZONTALJOINT REINFORCING (LADDERTYPE) AT 16" O.C. ABOVEGRADE AND 8" O.C. BELOWGRADE, IN PARAPETS.8" CMU WALL W/ #5 VERT.REBAR AT 16" O.C. MIN.(U.N.O.) GROUT ALL CELLSABOVE GRADE THAT CONTAINREINFORCING OR ANCHORSCMU BOND BEAMS W/ (1) #5REBAR CONTINUOUS LOCATEDAT 4'-0" O.C. AND AT:-TOP OF WALL-JOIST BEARING-BRICK RELIEF ANGLE LOCATIONSUSE LOW LIFT METHOD OFGROUTING (MAX. GROUT LIFT =5'-0") HOLD TOP OF EACHGROUT LIFT 2" BELOW TOP OFBLOCK TO PROVIDE KEY FORNEXT LIFTALTERNATE CMU COURSESTO AVOID CONTINUOUSJOINT AT CORNERS ANDINTERSECTIONSPROVIDE VERT.REBAR AS SHOWNCMU CONTROL JOINT DETAILDISCONTINUE ALL HORIZONTALREINFORCING, MORTAR, AND GROUT ATCONTROL JOINTSCMU CONTROL JOINTPROVIDE VERT. REBAR IN FIRSTCELL EACH SIDE OF CONTROLJOINTCORNER DETAILINTERSECTION DETAILVERT. REBAR IN EACH CELLFOR LENGTH REQUIRED, SEESCHEDULEGROUT ALL REINFORCEDCELLS AND CONTINUEREINFORCING FULL HEIGHT OFWALLJAMB DETAILLINTEL DETAILCMUWIDTHCMU LINTEL & JAMB SCHEDULEOPENINGWIDTHLINTELDEPTHLINTELREINF.JAMBWIDTHJAMBREINF.BOTTOM OF FOOTINGSEE DETAILSFINISH FLOOR100.00' (0'-0" F.F.)CMU LAP SCHEDULESINGLE REINF. DOUBLE REINF.#5#6BARSIZE#3#457"82"LAP LENGTH19"25"31"19"25"36"8"≤3'-4"8"(1) #5 BOT.8"(1) #5 EA. CELLDOWELS TO MATCHVERTICAL REBAR SIZE ANDSPACING, TERMINATE INTOFOOTING WITH 9" HOOKREINFORCED CONCRETEFOOTING, SEE FOUNDATIONDETAILSTOP OF WALLSEE PLANSTYPICAL MASONRY OPENINGJAMBDETAILLINTELDETAILCONTINUE VERTICAL REINFORCINGINTO LINTEL BEAM WITHSTANDARD ACI HOOKUSE LINTEL BLOCKS ONLY FORBOTTOM COURSE OF LINTEL BEAMSEXTEND GROUTED LINTEL AMINIMUM OF 2'-0" BEYONDFACE OF OPENING EACH SIDEREFER TO CMU LAPSCHEDULE FOR SPLICES INVERTICAL REINFORCINGALL VERTICAL BARS AT JAMBSSHALL BE FULL HEIGHTPROVIDE MATCHING DOWELS AT ALLVERTICAL REINFORCING LOCATIONSSEE PLANTOP OF FOOTING100.00' (0'-0") F.F.FINISH FLOORSEE ARCHITECTURALBOTTOM OF LINTEL8"≤6'-4"16"(1) #5 BOT.8"(1) #5 EA. CELL36" COVERAGE36" COVERAGE(2) #10 SCREW SIDELAPSAT (3) EQUAL SPACESBETWEEN SUPPORTS36/4 WELDPATTERN5/8" DIA. PUDDLE WELDS OR #12SCREWS TO ALL SUPPORTS ANDCONTINUOUS EDGE ANGLES1 1/2" METAL ROOF DECK(2) #10 SCREW SIDELAPSAT (3) EQUAL SPACESBETWEEN SUPPORTS36/4 WELDPATTERN5/8" DIA. PUDDLE WELDS OR #12SCREWS TO ALL SUPPORTS ANDCONTINUOUS EDGE ANGLES4" TOTAL THICKNESS N.W. CONCRETE (1 1/2" METAL DECK)1 1/2" 20 GA. TYPE B ROOF DECK (VULCRAFT "1.5B" OR APPROVED EQUAL) PAINTED, THREE SPAN MINIMUM1 1/2" 20 GA. TYPE C FORM DECK (VULCRAFT "1.5C" OR APPROVED EQUAL) PAINTED, THREE SPAN MINIMUM1 1/2"1 1/2"4"4,000-PSI NORMAL WEIGHT CONCRETE DECK, SEE PLAN FOR REINFORCEMENT3" ORGREATER3" ORGREATERCONCENTRATED LOAD(2) L2x2x1/4 FIELDWELDED EACH END(2) L2x2x1/4 FIELD WELDEDEACH ENDCONCENTRATED LOADJOIST PANEL POINT, TYP.1.CONTRACTOR SHALL PROVIDE JOIST REINFORCING IN ACCORDANCE WITH THIS DETAIL FOR ALL CONCENTRATED LOADS IN EXCESS OF 300-LB (EVEN IF THEY ARE NOT SHOWN ON THE STRUCTURAL FRAMING PLANS). LOADS IN EXCESS OF 500-LB MUST BE APPROVED BY THE STRUCTURAL ENGINEER.2.CONTRACTOR SHALL PROVIDE AND FIELD INSTALL STEEL ANGLE (L2x2x1/4) EACH SIDE OF JOIST AT ALL LOCATIONS WHERE A CONCENTRATED LOAD OCCURS GREATER THAN 3-INCHES FROM A JOIST PANEL POINT. INSTALL ANGLE WITH ONE END AT THE LOCATION OF THE LOAD AND THE OTHER AT THE NEAREST PANEL POINT ON THE OPPOSITE JOIST CHORD FROM THE LOAD.REFER TO MECHANICALREFER TO MECHANICALREFER TOPLUMB. OR MECH.L5x3x5/16 (LLV),TYPICALSTEEL BAR JOIST, TYP.L5x5x5/16x0'-9",TYP.COORDINATELOADS WITHMANUFACTURERROOF PENETRATIONL5x5x5/16x0'-9",TYP.L5x3x5/16 (LLV),TYPICALROOF DRAIN OREXHAUST DUCTROOF TOP UNITROOF DRAIN / EXHAUST1.LOCATE ONE RTU SUPPORT FRAME AT A JOIST PANEL POINT. IF OTHER SUPPORT FRAME IS LOCATED 3" OR GREATER FROM A JOIST PANEL POINT, REINFORCE JOIST PER DETAIL 3/S400.2.INSTALL RTU MANUFACTURER'S CURB AND ATTACH TO FRAME BEFORE ROOF DECK IS PLACED. REFER TO RTU MANUFACTURER'S CURB SPECIFICATIONS TO DETERMINE IF THE CURB CAN CANTILEVER PAST THE SUPPORT FRAME.STEEL COLUMN, SEEFOUNDATION PLANSTEEL BEAM, SEEFRAMING PLANTOP OF STEEL BEAMSEE FRAMING PLAN3/4"x10"x1'-0" STEEL PLATE WITH (4) 3/4" DIA. A325 BOLTS3/8" FULL-HEIGHT STIFFENER PLATE EACH SIDENUMBER OF BOLTS 'N'65432BEAM SIZEW8, W10W12, W14W16W18W217W243/8"x4" STEEL PLATESTEEL TUBE COLUMN13/16" DIA. HOLES FOR 3/4"∅A325 BOLTSBOTTOM FLANGE MAYBE COPED TO EASEINSTALLATION8W279W303"@ 3" O.C.'N' BOLTS1/2" GAP2 1/2"3/163/16TYPICAL BEAM TO COLUMN FACETYPICAL BEAM OVER COLUMNSTEEL BEAMEND VIEWSIDE VIEW3/8"x3"x 1'-1" STEEL PLATE INSIDE TUBE AS SHOWN (4 SIDES) (FABRICATE TOP OF PLATES WITH SLIGHT INWARD BEND TO FACILITATE ERECTION)(4) 3/4" DIA. ERECTIONBOLTSFULL PEN ALLSIDES1/4 5INE GSS LOINAENP R O FREENo.GRESDRETEISTATE OFNAADNII11100391NNAMFFOHHPES OJALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.394112/01/2016G:\KJG Engineering\2016 Projects\E2016.281 Penn Circle - Encore Sotheby's Office Building (Blackline)\Autocad\PENN CIRCLE - KJG STRUCTURAL.rvt12/06/2016 11:08:43 AMS400GENERAL DIAGRAMSClayZuk Holdings, LLC -CORE AND SHELL12411 Pennsylvania St.Carmel, IN 46032STRUCTURALDecember 1, 2016CheckerAuthor 1" = 1'-0"S4001GENERAL MASONRY DIAGRAMS 1" = 1'-0"S4002DECK CONNECTIONS 3/4" = 1'-0"S4003JOIST REINFORCEMENT 3/4" = 1'-0"S4004ROOF PENETRATIONS 1" = 1'-0"S4005TYPICAL BEAM TO COLUMN CONNECTIONS 1" = 1'-0"S4006COLUMN SPLICE# Date Description SYMBOL / LINETYPEDESCRIPTION1 HR FIRE BARRIER2 HR SMOKE/FIRE BARRIERSMOKE RESISTANT CORRIDORNON-RATED INCIDENTAL USE SEPARATIONLIFE SAFETY PLAN LEGEND3 HR SMOKE/FIRE BARRIERFIRE EXTINGUISHER CABINETBUILDING CODE SUMMARYCODE SUMMARYAPPLICABLE CODESSCOPE OF PROJECTOCCUPANCY & CONSTRUCTION TYPESCONSTRUCTION TYPEOCCUPANCY CLASSIFICATIONFirst FloorSecond FloorThird FloorRoof DeckNoteAREA LIMITATIONSTabular Area for (A-2)1st Floor2nd Floor3rd Floor4th Roof DeckHEIGHT RESTRICTIONSType II-BGroup (A-2)Height IncreaseActual HeightREQUIRED SEPARATIONFIRE-RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS:Structural FrameInterior Bearing WallsExterior Bearing WallsInterior Non-Bearing WallsFloor ConstructionRoof ConstructionRATED SEPARATIONSFire BarriersShaft EnclosuresExterior Curtain WallMEANS OF EGRESSMAX FLOOR AREA ALLOWANCES / OCCUPANTS1st Floor2nd Floor3rd FloorRoof DeckNUMBER OF EXITSEXIT SEPARATIONMAXIMUM TRAVEL DISTANCE TO AN EXITCOMMON PATH OF EGRESSEXIT DOORSEgress Width FactorWidth SwingPanic HardwareExit Signs Egress IlluminationPower SupplyDischargeSTAIRSEgress Width FactorWidthRiseTread DepthExit StairwaysExit Access StairwaysStairways to RoofAccessible Means of EgressAreas of RefugeExterior Area for Rescue AssistanceCORRIDORSConstructionWidthDead-EndsFIRE PROTECTION SYSTEMSAUTOMATIC SPRINKLERSFIRE ALARMSIGNALING DEVICESEMERGENCY POWERDESIGN CODE / STANDARDSPORTABLE FIRE EXTINGUISHERELEVATORSIZEEMERGENCY OPERATIONS AND SIGNALINGFINISHESFLAME SPREAD RATINGSExit closures and exit passagewaysCorridors Rooms and enclosed spacesFoam Plastic Insulation Thermal / Acoustic InsulationTextilesMAXIMUM SMOKE DENSITY RATINGSInterior FinishFoam PlasticINSULATIONThermal/Acoustic InsulationRoof Covering2014 Indiana Building Code2014 Indiana Fire Code2014 Indiana Mechanical Code2012 Indiana Plumbing Code2009 Indiana Electrical Code2011 Indiana Elevator Safety CodedAll work shall be performed in accordance with the current IBC25,620 g.s.f.3 stories, with private roof deckFully sprinkleredRisk Category II II-B(A-2) Assembly Group (Future restaurants)(A-2)(B) Business (Office, Professional Service)(A-2)(B) Business(A-2)(B) BusinessScope of work herein, for all 3 conditioned floors, have been designed for A-2 occupancy.9,500 s.f.5,928 s.f.6,564 s.f.6,564 s.f.6,564 s.f.55' allowed2 stories allowed + height increase1 story increase up to 20' max. in height.53', 3 stories with private roof deck0 hours0 hours0 hours0 hours0 hours0 hours0 hours1 hourAt intersection of exterior curtain wall assembly and non-fire-resistance-rated floor/ceiling assemblies shall be sealed with an approved material/system to retard the interior spread of fire and hot gases between stories.Function SF/Occupant Calculated Occupant LoadAssembly unconcentrated15 net4,921 / 15 = 328Assembly unconcentrated15 net5,640 / 15 = 376Assembly unconcentrated15 net5,640 / 15 = 376Assembly unconcentrated15 net2,466 / 15 = 164Total Occ. =1,244Occupant LoadMin. Number of Exits(Persons per Story) (Per Story)1-5002Where two exits are required the exit doors shall not be separated less than one-third of the length of the maximum overall diagonal dimension of the area served.Occupancy A, sprinklered : 250'Occupancy A, sprinklered : 75'0.15"/person, sprinklered32" min. : 48" max.In the direction of egress when serving an occupant load of 50 or more persons.Required on doors from any assembly area with an occupant load of 50 or more.Exits shall be marked by an exit sign readily visible from any direction of egress travel. They shall be placed so that no point in a corridor is more than 100' apart in view distance.Shall not be less than one foot-candle at the walking surface level.Power supply required for emergency lighting/equipment during a power outage. To be supplied by emergency generator. Exits shall discharge directly to the exterior of the building.The exit discharge shall be at grade or shall provide direct access at grade.0.2"/person, sprinklered44" min., sprinklered4" min. : 7" max.11" min.Only required above second level of buildingEnclosure not required if only communicating between two floorsNot required in buildings under 4 storiesEach accessible space shall be served by not less than two accessible means of egressNot required in fully sprinklered buildingsWhere exit discharge is not accessible, an exterior area for rescue assistance must be provided in accordance with 1007.7.3 -1007.7.6Fire resistive construction not required in A and B occupancieswhen serving an occupant load of 30 or more in a building with a sprinkler system.44" min.20' max. for a Group A occupancy. Required when Group A Occupancy has occupant load of 300+ in fire areaA fire alarm shall be installedVisible and Audible requiredPrimary and secondary power supplies for the fire alarm system will be provided.Portable fire extinguishers shall be provided.Elevators connecting four or more stories required to accommodate 24”x 84” stretcher. Not requiredShall comply with the emergency operation and signaling devicerequirements of Section 2.27 of ASME 17.1. Standby power shall beprovided in accordance with Sections 2702 and 3003.For sprinklered buildingsClass B: Flame spread 26-75Class B: Flame spread 26-75Class C: Flame spread 76-200Class A: Flame spread 0-25Flame spread 0-75 Flame spread 0-25 0-4500-4500-450Class B minimumTable 1604.5Table 601Section 303.3Section 304.1Table 503Table 503Section 504.2Table 601Table 508.4Section 713.4Section 715.4.1Table 1004.1.2Section 1015.1Section 1021.2Table 1016.2Table 1016.2Table 1014.3Section 1005.3.2Section 1008.1.1Section 1008.1.2Section 1008.1.1Section 1011.1Section 1006.2Section 1011.6.3Section 1006.3Section 1027.1Section 1005.3.1Section 1009.4.Section 1009.7.2Section 1009.7.2Section 1021.1Section 1009.3.ex1Section 1009.16Section 1007.1Section 1007.3.ex2Section 1007.7.1Table 1018.1Section 1018.2Section 1018.4Section 903SEction 903.2.1.1.2Section 907.2.1Section 907.2.2Section 907.5.2.1Section 907.5.2.3Section 907.6.2NFPA 72Section 906NFPA10Section3002.4Section 1007.4Table 803.9Table 803.9Table 803.9Section 803.1.4Section 2603.3Section 720.2Section 803.1Section 2603.3Section 720.2Table 1505.1TRAVEL DISTANCE 54';TRAVEL DISTANCE 54'A OCCUPANCYFECFECEXIT DOORSEXIT DOORSTRAVEL DISTANCE 57'TRAVEL DISTANCE 57'A OCCUPANCYFECFECRATED MECHANICAL CHASETRAVEL DISTANCE 57'TRAVEL DISTANCE 57'FECFECA-2 OCCUPANCYRATED MECHANICAL CHASETRAVEL DISTANCE 50'TRAVEL DISTANCE 50'A OCCUPANCYFECFECROOF TOP MECHANICAL SPACE5.5" MECHANICAL SCREENRTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941 1"LOW WALLLOW WALL9"4"4"7"7"4"8 1/2"FDC5 1/2" 10 3/4" 11' - 5" 4' - 4" 10' - 8" 4' - 4" 10' - 8" 4' - 4" 10' - 8" 4' - 4" 10' - 8" 4' - 4" 10' - 8" 4' - 4" 10' - 8" 3' - 7" 10"107' - 2 1/4"8' - 11 1/4"8 1/2"11' - 7 1/4"5' - 2 1/4"4"7"4"7"3' - 11 3/4"10' - 8"1' - 11 1/4"2' - 7" 2' - 7 3/4" 11 1/2"11 3/4"16' - 8 1/2"4"7 1/4"4"7"3' - 7 1/4" 1' - 0" 10' - 8" 4' - 4" 10' - 8" 4' - 4" 10' - 8" 4' - 4" 10' - 8" 4' - 4" 10' - 8" 4' - 4" 10' - 8" 4' - 4" 12' - 3 3/4"11 1/2"106' - 11"3' - 7 1/4"8 1/2"8' - 0" 11' - 8"5' - 6 1/2" 22' - 8" 2' - 1 1/2"9 1/2"3' - 8"8' - 11 1/2"EQ EQ6' - 11"EQ EQ3' - 11" 4' - 9"8' - 8"EQEQ22' - 8"1' - 6 3/4" 9' - 9 1/4"11' - 4"55' - 3 1/2"GENERAL FLOOR PLAN NOTESTHE FOLLOWING GENERAL NOTES ARE APPLICABLE THROUGHOUT THESE CONSTRUCTION DRAWINGS.A. NOTHING SET FORTH IN THESE DRAWINGS SHALL RELEASE THE CONTRACTOR FROM ITS RESPONSIBILITY TO PROVIDE APPROPRIATE QUANTITIES, FIELD MEASUREMENTS, DIMENSIONAL STABILITY, INSTALLATION, ANCHORAGE, AND COORDINATION WITH ALL OTHER SUBCONTRACTORS AND TRADES, OR RELEASE THE CONTRACTOR OF RESPONSIBILITY TO IDENTIFY AND RESOLVE DEVIATIONS FROM THE REQUIREMENTS OF THESE DOCUMENTS, OR RELEASE THE CONTRACTOR OF RESPONSIBILITY TO ALERT THE ARCHITECT TO ERRORS OR OMISSIONS CONTAINED THEREIN.B. THE CONTRACTOR AND ALL ITS SUBCONTRACTORS SHALL VERIFY IN THE FIELD ALL NEW AND EXISTING APPLICABLE CONDITIONS, DIMENSIONS, RELATIONSHIPS, ETC. SHOWN IN THESE DRAWINGS AND AS PERTINENT TO THE INTENT OF THESE DRAWINGS. ANY DISCREPANCY DISCOVERED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK AFFECTED BY, OR RELATED TO, SUCH DISCREPANCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH, OR CAUSED BY, ITS FAILURE TO COMPLY WITH THIS REQUIREMENT.C. ALL FLOOR PLAN DIMENSIONS SHOWN ON THE NEW FLOOR PLANS ARE FROM FACE OF STUD (WHETHER NEW OR EXISTING WALL) UNLESS INDICATED OTHERWISE BY THE DESIGNATIONS "CLR", "CLEAR", OR "MIN." COORDINATE WITH APPLICABLE NEW WALL TYPES AND WITH APPLICABLE SECTIONS/DETAILS.D. ALL NEW HOLLOW METAL (HM). DOOR FRAMES ARE LOCATED 4" FROM THE ADJACENT WALL FACE (TO OUTER EDGE OF FRAME) UNLESS DIMENSIONED OR DETAILED OTHERWISE.E. COORDINATE, PROVIDE, AND INSTALL 2X FIRE TREATED WOOD WALL BLOCKING AS REQUIRED FOR THE ANCHORAGE AND SUPPORT OF ALL NEW CASEWORK, TRIM, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, MARKER BOARDS, TACK BOARDS, DOOR HARDWARE ACCESSORIES, ETC., AS APPLICABLE.F. ALL NEW OR EXISTING FLOOR AREAS THAT REQUIRE LEVELING WITH A CONCRETE TOPPING OR LEVELING COMPOUND SHALL BE INSTALLED SUCH THAT THE FLATNESS EQUALS 35/24 (ON ALL SLABS) AND THE LEVELNESS EQUALS (SLAB ON GRADE) AND 80% OF THAT VALUE ON ELEVATED SLABS.G. AT ALL WALLS SCHEDULED TO RECEIVE CERAMIC TILE, PROVIDE GLASS MAT INTERIOR GYPSUM WALLBOARD FOR THE STANDARD GYPSUM WALLBOARD IDENTIFIED IN THE WALL TYPES. REFER TO ROOM FINISH SCHEDULE FOR LOCATIONS OF CERAMIC TILE. PROVIDE CEMENT BACKER BOARD AT NATURAL SLATE TILE. REFER TO ROOM FINISH SCHEDULE FOR LOCATIONS OF SLATE TILE.H. AT ALL AREAS WHERE EXISTING FLOOR COVERING OR WALL COVERING MATERIAL WAS REMOVED, THE CONTRACTOR SHALL PROPERLY PREPARE THE SURFACE TO RECEIVE NEW FINISHES.I. CONTRACTOR SHALL ENSURE THAT ANY AND ALL BACKBOXES LOCATED WITHIN 'PARTY WALLS' THAT SEPARATE ROOMS ARE NOT LOCATED BACK TO BACK OR IN THE SAME CAVITY. STAGGER BOXES ONE STUD CAVITY EITHER SIDE OF ONE ANOTHER.1"4"2"CONTINUOUS DEFLECTION TRACK ANCHORED TO EXISTING FLOOR SLAB/STRUCTURE ABOVEROOF/CEILING TRUSS/STRUCTUREPROVIDE "ZIP-STRIP" TRIM AT TOP EDGE OF GYPSUM BOARDWALL BASE. REFER TO ROOM FINISH SCHEDULEREFER TO ROOM FINISH SCHEDULE FOR FLOOR FINISH.FLOOR CONSTRUCTION VARIES - SEE PLANSCONTINUOUS 3 5/8" METAL STUD TRACK ANCHORED TO EXISTING FLOOR3 5/8" METAL STUD FRAMING @ 16" O.C.5/8" TYPE X GYPSUM BOARD U.N.O.1/2"HEADPLANBASE'S4.1''S4.5'PROVIDE ALL COMPONENTS IDENTIFIED WITHIN WALL TYPE 'S4.1' WITH THE FOLLOWING EXCEPTIONS:· DELETE LAYER OF 5/8" GYPSUM BOARD ON CHASE SIDE OF WALL ASSEMBLY'S4.1i'PROVIDE ALL COMPONENTS IDENTIFIED WITHIN WALL TYPE 'S4.1' WITH THE FOLLOWING EXCEPTIONS:· PROVIDE 3" MEDIUM-DENSITY FIBERGLASS BATT ACOUSTIC INSULATION, FRICTION FIT, FULL EXTENTS OF CAVITY4 7/8"CONTINUOUS 2 1/2" METAL J-RUNNER TRACKANCHORED TO EXISTING FLOORROOF/CEILING TRUSS/STRUCTUREACOUTIC SEALANTWALL BASE. REFER TO ROOM FINISH SCHEDULEREFER TO ROOM FINISH SCHEDULE FOR FLOOR FINISH.CONTINUOUS 2 1/2" METAL J-RUNNER TRACKANCHORED TO EXISTING FLOOR2 1/2" METAL C-H STUD FRAMING @ 16" O.C.5/8" TYPE X GYPSUM BOARD U.N.O.'CH2.1'MIN.1"1" GYPSUM LINER PANELCHASE SIDEROOM SIDEACOUSTIC SEALANT1/2"HEADPLANBASECOMPLY WITH UL ASSEMBLY DESIGN No. U415RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941FLOOR PLAN NOTES1 CARD READER2 ADA PUSH PAD3 RATED SHAFT ENCLOSURE 8"1' - 0"9"9"1' - 0"1' - 0"10 1/4"1' - 0"9"9"1' - 10"4' - 10"4' - 11"9" 6' - 10" 6' - 8" 1' - 6" 6' - 10" 6' - 8" 1' - 6" 6' - 10" 6' - 8" 1' - 6" 6' - 10" 6' - 8" 1' - 6" 6' - 10" 6' - 8" 1' - 6" 6' - 10" 6' - 8"1' - 6" 6' - 10" 6' - 8" 9"6' - 10" 1' - 0"1' - 0"6' - 10"10 1/4"9"10 1/4"9"1' - 0"1' - 1 1/4"6' - 10" 7' - 4" 1' - 2" 6' - 10" 7' - 4"5 1/4"5 1/4"5 1/4"46' - 10 1/2"8' - 6"7' - 4" 6' - 10" 1' - 2" 7' - 4" 6' - 10"1' - 0" 6' - 10"10 1/4"1' - 1 1/4"1' - 0"18' - 9"1' - 0" 6' - 10"4"6" 4' - 3"GENERAL FLOOR PLAN NOTESTHE FOLLOWING GENERAL NOTES ARE APPLICABLE THROUGHOUT THESE CONSTRUCTION DRAWINGS.A. NOTHING SET FORTH IN THESE DRAWINGS SHALL RELEASE THE CONTRACTOR FROM ITS RESPONSIBILITY TO PROVIDE APPROPRIATE QUANTITIES, FIELD MEASUREMENTS, DIMENSIONAL STABILITY, INSTALLATION, ANCHORAGE, AND COORDINATION WITH ALL OTHER SUBCONTRACTORS AND TRADES, OR RELEASE THE CONTRACTOR OF RESPONSIBILITY TO IDENTIFY AND RESOLVE DEVIATIONS FROM THE REQUIREMENTS OF THESE DOCUMENTS, OR RELEASE THE CONTRACTOR OF RESPONSIBILITY TO ALERT THE ARCHITECT TO ERRORS OR OMISSIONS CONTAINED THEREIN.B. THE CONTRACTOR AND ALL ITS SUBCONTRACTORS SHALL VERIFY IN THE FIELD ALL NEW AND EXISTING APPLICABLE CONDITIONS, DIMENSIONS, RELATIONSHIPS, ETC. SHOWN IN THESE DRAWINGS AND AS PERTINENT TO THE INTENT OF THESE DRAWINGS. ANY DISCREPANCY DISCOVERED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK AFFECTED BY, OR RELATED TO, SUCH DISCREPANCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH, OR CAUSED BY, ITS FAILURE TO COMPLY WITH THIS REQUIREMENT.C. ALL FLOOR PLAN DIMENSIONS SHOWN ON THE NEW FLOOR PLANS ARE FROM FACE OF STUD (WHETHER NEW OR EXISTING WALL) UNLESS INDICATED OTHERWISE BY THE DESIGNATIONS "CLR", "CLEAR", OR "MIN." COORDINATE WITH APPLICABLE NEW WALL TYPES AND WITH APPLICABLE SECTIONS/DETAILS.D. ALL NEW HOLLOW METAL (HM). DOOR FRAMES ARE LOCATED 4" FROM THE ADJACENT WALL FACE (TO OUTER EDGE OF FRAME) UNLESS DIMENSIONED OR DETAILED OTHERWISE.E. COORDINATE, PROVIDE, AND INSTALL 2X FIRE TREATED WOOD WALL BLOCKING AS REQUIRED FOR THE ANCHORAGE AND SUPPORT OF ALL NEW CASEWORK, TRIM, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, MARKER BOARDS, TACK BOARDS, DOOR HARDWARE ACCESSORIES, ETC., AS APPLICABLE.F. ALL NEW OR EXISTING FLOOR AREAS THAT REQUIRE LEVELING WITH A CONCRETE TOPPING OR LEVELING COMPOUND SHALL BE INSTALLED SUCH THAT THE FLATNESS EQUALS 35/24 (ON ALL SLABS) AND THE LEVELNESS EQUALS (SLAB ON GRADE) AND 80% OF THAT VALUE ON ELEVATED SLABS.G. AT ALL WALLS SCHEDULED TO RECEIVE CERAMIC TILE, PROVIDE GLASS MAT INTERIOR GYPSUM WALLBOARD FOR THE STANDARD GYPSUM WALLBOARD IDENTIFIED IN THE WALL TYPES. REFER TO ROOM FINISH SCHEDULE FOR LOCATIONS OF CERAMIC TILE. PROVIDE CEMENT BACKER BOARD AT NATURAL SLATE TILE. REFER TO ROOM FINISH SCHEDULE FOR LOCATIONS OF SLATE TILE.H. AT ALL AREAS WHERE EXISTING FLOOR COVERING OR WALL COVERING MATERIAL WAS REMOVED, THE CONTRACTOR SHALL PROPERLY PREPARE THE SURFACE TO RECEIVE NEW FINISHES.I. CONTRACTOR SHALL ENSURE THAT ANY AND ALL BACKBOXES LOCATED WITHIN 'PARTY WALLS' THAT SEPARATE ROOMS ARE NOT LOCATED BACK TO BACK OR IN THE SAME CAVITY. STAGGER BOXES ONE STUD CAVITY EITHER SIDE OF ONE ANOTHER.9"10 1/4"1' - 3"SLAB EDGE1' - 1 1/4"1/2"1' - 9 1/4"4"9"5 1/4"10"SLAB EDGE5 1/4"5 1/4"10"SLAB EDGE10"CONTINUOUS DEFLECTION TRACK ANCHORED TO EXISTING FLOOR SLAB/STRUCTURE ABOVEROOF/CEILING TRUSS/STRUCTUREPROVIDE "ZIP-STRIP" TRIM AT TOP EDGE OF GYPSUM BOARDWALL BASE. REFER TO ROOM FINISH SCHEDULEREFER TO ROOM FINISH SCHEDULE FOR FLOOR FINISH.FLOOR CONSTRUCTION VARIES -SEE PLANSCONTINUOUS 3 5/8" METAL STUD TRACK ANCHORED TO EXISTING FLOOR3 5/8" METAL STUD FRAMING @ 16" O.C.5/8" TYPE X GYPSUM BOARD U.N.O.1/2"HEADPLANBASE'S4.1''S4.5'PROVIDE ALL COMPONENTS IDENTIFIED WITHIN WALL TYPE 'S4.1' WITH THE FOLLOWING EXCEPTIONS:· DELETE LAYER OF 5/8" GYPSUM BOARD ON CHASE SIDE OF WALL ASSEMBLY'S4.1i'PROVIDE ALL COMPONENTS IDENTIFIED WITHIN WALL TYPE 'S4.1' WITH THE FOLLOWING EXCEPTIONS:· PROVIDE 3" MEDIUM-DENSITY FIBERGLASS BATT ACOUSTIC INSULATION, FRICTION FIT, FULL EXTENTS OF CAVITY4 7/8"CONTINUOUS 2 1/2" METAL J-RUNNER TRACKANCHORED TO EXISTING FLOORROOF/CEILING TRUSS/STRUCTUREACOUTIC SEALANTWALL BASE. REFER TO ROOM FINISH SCHEDULEREFER TO ROOM FINISH SCHEDULE FOR FLOOR FINISH.CONTINUOUS 2 1/2" METAL J-RUNNER TRACKANCHORED TO EXISTING FLOOR2 1/2" METAL C-H STUD FRAMING @ 16" O.C.5/8" TYPE X GYPSUM BOARD U.N.O.'CH2.1'MIN.1"1" GYPSUM LINER PANELCHASE SIDEROOM SIDEACOUSTIC SEALANT1/2"HEADPLANBASECOMPLY WITH UL ASSEMBLY DESIGN No. U415RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941FLOOR PLAN NOTES1 CARD READER2 ADA PUSH PAD3 RATED SHAFT ENCLOSURE UP1' - 0"4"5 1/4"3 1/2"5 1/4"3 1/2"3 1/2"5 1/4"8 1/2"9"10 1/4"10 1/4"8 1/2"9"1' - 1 1/4"11 1/2"1' - 0"1' - 1 1/4"11 1/2"1' - 0"1' - 0"1' - 0"1' - 1 1/4"11 1/2"9"10 1/4"8 1/2"1' - 1 1/4"11 1/2"1' - 0"GENERAL FLOOR PLAN NOTESTHE FOLLOWING GENERAL NOTES ARE APPLICABLE THROUGHOUT THESE CONSTRUCTION DRAWINGS.A. NOTHING SET FORTH IN THESE DRAWINGS SHALL RELEASE THE CONTRACTOR FROM ITS RESPONSIBILITY TO PROVIDE APPROPRIATE QUANTITIES, FIELD MEASUREMENTS, DIMENSIONAL STABILITY, INSTALLATION, ANCHORAGE, AND COORDINATION WITH ALL OTHER SUBCONTRACTORS AND TRADES, OR RELEASE THE CONTRACTOR OF RESPONSIBILITY TO IDENTIFY AND RESOLVE DEVIATIONS FROM THE REQUIREMENTS OF THESE DOCUMENTS, OR RELEASE THE CONTRACTOR OF RESPONSIBILITY TO ALERT THE ARCHITECT TO ERRORS OR OMISSIONS CONTAINED THEREIN.B. THE CONTRACTOR AND ALL ITS SUBCONTRACTORS SHALL VERIFY IN THE FIELD ALL NEW AND EXISTING APPLICABLE CONDITIONS, DIMENSIONS, RELATIONSHIPS, ETC. SHOWN IN THESE DRAWINGS AND AS PERTINENT TO THE INTENT OF THESE DRAWINGS. ANY DISCREPANCY DISCOVERED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK AFFECTED BY, OR RELATED TO, SUCH DISCREPANCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH, OR CAUSED BY, ITS FAILURE TO COMPLY WITH THIS REQUIREMENT.C. ALL FLOOR PLAN DIMENSIONS SHOWN ON THE NEW FLOOR PLANS ARE FROM FACE OF STUD (WHETHER NEW OR EXISTING WALL) UNLESS INDICATED OTHERWISE BY THE DESIGNATIONS "CLR", "CLEAR", OR "MIN." COORDINATE WITH APPLICABLE NEW WALL TYPES AND WITH APPLICABLE SECTIONS/DETAILS.D. ALL NEW HOLLOW METAL (HM). DOOR FRAMES ARE LOCATED 4" FROM THE ADJACENT WALL FACE (TO OUTER EDGE OF FRAME) UNLESS DIMENSIONED OR DETAILED OTHERWISE.E. COORDINATE, PROVIDE, AND INSTALL 2X FIRE TREATED WOOD WALL BLOCKING AS REQUIRED FOR THE ANCHORAGE AND SUPPORT OF ALL NEW CASEWORK, TRIM, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, MARKER BOARDS, TACK BOARDS, DOOR HARDWARE ACCESSORIES, ETC., AS APPLICABLE.F. ALL NEW OR EXISTING FLOOR AREAS THAT REQUIRE LEVELING WITH A CONCRETE TOPPING OR LEVELING COMPOUND SHALL BE INSTALLED SUCH THAT THE FLATNESS EQUALS 35/24 (ON ALL SLABS) AND THE LEVELNESS EQUALS (SLAB ON GRADE) AND 80% OF THAT VALUE ON ELEVATED SLABS.G. AT ALL WALLS SCHEDULED TO RECEIVE CERAMIC TILE, PROVIDE GLASS MAT INTERIOR GYPSUM WALLBOARD FOR THE STANDARD GYPSUM WALLBOARD IDENTIFIED IN THE WALL TYPES. REFER TO ROOM FINISH SCHEDULE FOR LOCATIONS OF CERAMIC TILE. PROVIDE CEMENT BACKER BOARD AT NATURAL SLATE TILE. REFER TO ROOM FINISH SCHEDULE FOR LOCATIONS OF SLATE TILE.H. AT ALL AREAS WHERE EXISTING FLOOR COVERING OR WALL COVERING MATERIAL WAS REMOVED, THE CONTRACTOR SHALL PROPERLY PREPARE THE SURFACE TO RECEIVE NEW FINISHES.I. CONTRACTOR SHALL ENSURE THAT ANY AND ALL BACKBOXES LOCATED WITHIN 'PARTY WALLS' THAT SEPARATE ROOMS ARE NOT LOCATED BACK TO BACK OR IN THE SAME CAVITY. STAGGER BOXES ONE STUD CAVITY EITHER SIDE OF ONE ANOTHER.9"10 1/4"8 1/2"1/2"SLAB EDGE1' - 1 1/4"1/2"1' - 7 15/16"1' - 9 1/4"4"9"5 1/4"SLAB EDGE3 1/2"5 1/4"5 1/4"SLAB EDGE3 1/2"1 3/4"3 1/2"1 3/4"CONTINUOUS DEFLECTION TRACK ANCHORED TO EXISTING FLOOR SLAB/STRUCTURE ABOVEROOF/CEILING TRUSS/STRUCTUREPROVIDE "ZIP-STRIP" TRIM AT TOP EDGE OF GYPSUM BOARDWALL BASE. REFER TO ROOM FINISH SCHEDULEREFER TO ROOM FINISH SCHEDULE FOR FLOOR FINISH.FLOOR CONSTRUCTION VARIES -SEE PLANSCONTINUOUS 3 5/8" METAL STUD TRACK ANCHORED TO EXISTING FLOOR3 5/8" METAL STUD FRAMING @ 16" O.C.5/8" TYPE X GYPSUM BOARD U.N.O.1/2"HEADPLANBASE'S4.1''S4.5'PROVIDE ALL COMPONENTS IDENTIFIED WITHIN WALL TYPE 'S4.1' WITH THE FOLLOWING EXCEPTIONS:· DELETE LAYER OF 5/8" GYPSUM BOARD ON CHASE SIDE OF WALL ASSEMBLY'S4.1i'PROVIDE ALL COMPONENTS IDENTIFIED WITHIN WALL TYPE 'S4.1' WITH THE FOLLOWING EXCEPTIONS:· PROVIDE 3" MEDIUM-DENSITY FIBERGLASS BATT ACOUSTIC INSULATION, FRICTION FIT, FULL EXTENTS OF CAVITY4 7/8"CONTINUOUS 2 1/2" METAL J-RUNNER TRACKANCHORED TO EXISTING FLOORROOF/CEILING TRUSS/STRUCTUREACOUTIC SEALANTWALL BASE. REFER TO ROOM FINISH SCHEDULEREFER TO ROOM FINISH SCHEDULE FOR FLOOR FINISH.CONTINUOUS 2 1/2" METAL J-RUNNER TRACKANCHORED TO EXISTING FLOOR2 1/2" METAL C-H STUD FRAMING @ 16" O.C.5/8" TYPE X GYPSUM BOARD U.N.O.'CH2.1'MIN.1"1" GYPSUM LINER PANELCHASE SIDEROOM SIDEACOUSTIC SEALANT1/2"HEADPLANBASECOMPLY WITH UL ASSEMBLY DESIGN No. U415RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941FLOOR PLAN NOTES1 CARD READER2 ADA PUSH PAD3 RATED SHAFT ENCLOSURE MECHANICAL6' - 11"3' - 7 3/8" 12' - 3"3' - 5 1/2"SWING GATESWING GATE9' - 10 1/8"2' - 6"6' - 11 1/2" 6' - 5 3/4"3' - 3"1' - 0 1/2"4' - 3 1/2"10" 15' - 10"4' - 0" 3' - 6"1' - 0"1' - 2"6' - 4"3' - 5 1/2"2' - 0"9"6"1"1"1"6"9"1"9"9"9"6"6"9"GENERAL FLOOR PLAN NOTESTHE FOLLOWING GENERAL NOTES ARE APPLICABLE THROUGHOUT THESE CONSTRUCTION DRAWINGS.A. NOTHING SET FORTH IN THESE DRAWINGS SHALL RELEASE THE CONTRACTOR FROM ITS RESPONSIBILITY TO PROVIDE APPROPRIATE QUANTITIES, FIELD MEASUREMENTS, DIMENSIONAL STABILITY, INSTALLATION, ANCHORAGE, AND COORDINATION WITH ALL OTHER SUBCONTRACTORS AND TRADES, OR RELEASE THE CONTRACTOR OF RESPONSIBILITY TO IDENTIFY AND RESOLVE DEVIATIONS FROM THE REQUIREMENTS OF THESE DOCUMENTS, OR RELEASE THE CONTRACTOR OF RESPONSIBILITY TO ALERT THE ARCHITECT TO ERRORS OR OMISSIONS CONTAINED THEREIN.B. THE CONTRACTOR AND ALL ITS SUBCONTRACTORS SHALL VERIFY IN THE FIELD ALL NEW AND EXISTING APPLICABLE CONDITIONS, DIMENSIONS, RELATIONSHIPS, ETC. SHOWN IN THESE DRAWINGS AND AS PERTINENT TO THE INTENT OF THESE DRAWINGS. ANY DISCREPANCY DISCOVERED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK AFFECTED BY, OR RELATED TO, SUCH DISCREPANCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH, OR CAUSED BY, ITS FAILURE TO COMPLY WITH THIS REQUIREMENT.C. ALL FLOOR PLAN DIMENSIONS SHOWN ON THE NEW FLOOR PLANS ARE FROM FACE OF STUD (WHETHER NEW OR EXISTING WALL) UNLESS INDICATED OTHERWISE BY THE DESIGNATIONS "CLR", "CLEAR", OR "MIN." COORDINATE WITH APPLICABLE NEW WALL TYPES AND WITH APPLICABLE SECTIONS/DETAILS.D. ALL NEW HOLLOW METAL (HM). DOOR FRAMES ARE LOCATED 4" FROM THE ADJACENT WALL FACE (TO OUTER EDGE OF FRAME) UNLESS DIMENSIONED OR DETAILED OTHERWISE.E. COORDINATE, PROVIDE, AND INSTALL 2X FIRE TREATED WOOD WALL BLOCKING AS REQUIRED FOR THE ANCHORAGE AND SUPPORT OF ALL NEW CASEWORK, TRIM, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, MARKER BOARDS, TACK BOARDS, DOOR HARDWARE ACCESSORIES, ETC., AS APPLICABLE.F. ALL NEW OR EXISTING FLOOR AREAS THAT REQUIRE LEVELING WITH A CONCRETE TOPPING OR LEVELING COMPOUND SHALL BE INSTALLED SUCH THAT THE FLATNESS EQUALS 35/24 (ON ALL SLABS) AND THE LEVELNESS EQUALS (SLAB ON GRADE) AND 80% OF THAT VALUE ON ELEVATED SLABS.G. AT ALL WALLS SCHEDULED TO RECEIVE CERAMIC TILE, PROVIDE GLASS MAT INTERIOR GYPSUM WALLBOARD FOR THE STANDARD GYPSUM WALLBOARD IDENTIFIED IN THE WALL TYPES. REFER TO ROOM FINISH SCHEDULE FOR LOCATIONS OF CERAMIC TILE. PROVIDE CEMENT BACKER BOARD AT NATURAL SLATE TILE. REFER TO ROOM FINISH SCHEDULE FOR LOCATIONS OF SLATE TILE.H. AT ALL AREAS WHERE EXISTING FLOOR COVERING OR WALL COVERING MATERIAL WAS REMOVED, THE CONTRACTOR SHALL PROPERLY PREPARE THE SURFACE TO RECEIVE NEW FINISHES.I. CONTRACTOR SHALL ENSURE THAT ANY AND ALL BACKBOXES LOCATED WITHIN 'PARTY WALLS' THAT SEPARATE ROOMS ARE NOT LOCATED BACK TO BACK OR IN THE SAME CAVITY. STAGGER BOXES ONE STUD CAVITY EITHER SIDE OF ONE ANOTHER.RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941FLOOR PLAN NOTES1 CARD READER2 ADA PUSH PAD3 RATED SHAFT ENCLOSURE MECHANICAL11 1/2"11 1/2"11 1/2"RDODRDODRDOD2' - 8"7' - 0"7' - 4"SLOPE 1/2"/FTSLOPE 1/2"/FTSLOPE 1/2"/FTSLOPE 1/4"/FTSLOPE 1/4"/FTSLOPE 1/2"/FTSLOPE 1/2"/FTSLOPE 1/2"/FTSLOPE 1/2"/FTSLOPE 1/2"/FTRDODSLOPE 1/2"/FTSLOPE 1/2"/FTSLOPE 1/2"/FTSLOPE 1/2"/FTSLOPE 1/2"/FT..SLOPE 1/2"/FT..3' - 0"1' - 6"1' - 2"2' - 8"1' - 2"6' - 11"GENERAL FLOOR PLAN NOTESTHE FOLLOWING GENERAL NOTES ARE APPLICABLE THROUGHOUT THESE CONSTRUCTION DRAWINGS.A. NOTHING SET FORTH IN THESE DRAWINGS SHALL RELEASE THE CONTRACTOR FROM ITS RESPONSIBILITY TO PROVIDE APPROPRIATE QUANTITIES, FIELD MEASUREMENTS, DIMENSIONAL STABILITY, INSTALLATION, ANCHORAGE, AND COORDINATION WITH ALL OTHER SUBCONTRACTORS AND TRADES, OR RELEASE THE CONTRACTOR OF RESPONSIBILITY TO IDENTIFY AND RESOLVE DEVIATIONS FROM THE REQUIREMENTS OF THESE DOCUMENTS, OR RELEASE THE CONTRACTOR OF RESPONSIBILITY TO ALERT THE ARCHITECT TO ERRORS OR OMISSIONS CONTAINED THEREIN.B. THE CONTRACTOR AND ALL ITS SUBCONTRACTORS SHALL VERIFY IN THE FIELD ALL NEW AND EXISTING APPLICABLE CONDITIONS, DIMENSIONS, RELATIONSHIPS, ETC. SHOWN IN THESE DRAWINGS AND AS PERTINENT TO THE INTENT OF THESE DRAWINGS. ANY DISCREPANCY DISCOVERED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK AFFECTED BY, OR RELATED TO, SUCH DISCREPANCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH, OR CAUSED BY, ITS FAILURE TO COMPLY WITH THIS REQUIREMENT.C. ALL FLOOR PLAN DIMENSIONS SHOWN ON THE NEW FLOOR PLANS ARE FROM FACE OF STUD (WHETHER NEW OR EXISTING WALL) UNLESS INDICATED OTHERWISE BY THE DESIGNATIONS "CLR", "CLEAR", OR "MIN." COORDINATE WITH APPLICABLE NEW WALL TYPES AND WITH APPLICABLE SECTIONS/DETAILS.D. ALL NEW HOLLOW METAL (HM). DOOR FRAMES ARE LOCATED 4" FROM THE ADJACENT WALL FACE (TO OUTER EDGE OF FRAME) UNLESS DIMENSIONED OR DETAILED OTHERWISE.E. COORDINATE, PROVIDE, AND INSTALL 2X FIRE TREATED WOOD WALL BLOCKING AS REQUIRED FOR THE ANCHORAGE AND SUPPORT OF ALL NEW CASEWORK, TRIM, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, MARKER BOARDS, TACK BOARDS, DOOR HARDWARE ACCESSORIES, ETC., AS APPLICABLE.F. ALL NEW OR EXISTING FLOOR AREAS THAT REQUIRE LEVELING WITH A CONCRETE TOPPING OR LEVELING COMPOUND SHALL BE INSTALLED SUCH THAT THE FLATNESS EQUALS 35/24 (ON ALL SLABS) AND THE LEVELNESS EQUALS (SLAB ON GRADE) AND 80% OF THAT VALUE ON ELEVATED SLABS.G. AT ALL WALLS SCHEDULED TO RECEIVE CERAMIC TILE, PROVIDE GLASS MAT INTERIOR GYPSUM WALLBOARD FOR THE STANDARD GYPSUM WALLBOARD IDENTIFIED IN THE WALL TYPES. REFER TO ROOM FINISH SCHEDULE FOR LOCATIONS OF CERAMIC TILE. PROVIDE CEMENT BACKER BOARD AT NATURAL SLATE TILE. REFER TO ROOM FINISH SCHEDULE FOR LOCATIONS OF SLATE TILE.H. AT ALL AREAS WHERE EXISTING FLOOR COVERING OR WALL COVERING MATERIAL WAS REMOVED, THE CONTRACTOR SHALL PROPERLY PREPARE THE SURFACE TO RECEIVE NEW FINISHES.I. CONTRACTOR SHALL ENSURE THAT ANY AND ALL BACKBOXES LOCATED WITHIN 'PARTY WALLS' THAT SEPARATE ROOMS ARE NOT LOCATED BACK TO BACK OR IN THE SAME CAVITY. STAGGER BOXES ONE STUD CAVITY EITHER SIDE OF ONE ANOTHER.RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941FLOOR PLAN NOTES1 CARD READER2 ADA PUSH PAD3 RATED SHAFT ENCLOSURE 1' - 0"1' - 0"EQ EQEQ EQ1' - 0"1' - 0"1' - 1 1/2"1' - 4 1/4"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1' - 4 1/4"1' - 1 1/2"EQEQ.2' - 10"4' - 8"2' - 7 1/2"2' - 7 1/2"3' - 11 1/2"2' - 7 1/2"3' - 11 1/2"2' - 7 1/2"4' - 8"3 5/8"3 5/8"3"1' - 0"2' - 0 1/4"2' - 0"2' - 0"11 5/8"4 3/4"EQ EQEQ EQEQ EQEQ EQ4' - 11 1/2"2' - 7 1/2"3' - 11 1/2"2' - 7 1/2"3' - 11 1/2"2' - 0"2' - 0"EQ EQCEILING PLAN NOTESREFER TO THE GENERAL NOTES ON SHEET A-001 FOR ADDITIONAL REQUIREMENTS.A. REFER TO A210 SERIES FOR CEILING LOCATIONSB. REFERENCE DIVISION 9 SECTION "ACOUSTIC PANEL CEILINGS" FOR REQUIREMENTS OF ACOUSTIC PANEL CEILING SYSTEMS, DECORATIVE PANEL CEILING SYSTEMS, AND DECORATIVE CEILING GRID SYSTEMS.C. REFERENCE DIVISION 9 SECTIONS "NON-STRUCTURAL METAL FRAMING", AND "GYPSUM BOARD" FOR REQUIREMENTS AT GYPSUM BOARD CEILING ASSEMBLIES.D. AT ALL CEILINGS IN WET REAS, CONTRACTOR SHALL SUBSTITUTE WATER RESISTANT GYPSUM WALLBOARD FOR THE STANDARD GYPSUM WALLBOARD IDENTIFIED IN THE WALL TYPES.1/2" GB TYPICAL3 5/8" 20 GA. METAL STUD FRAMING @ 16" OCCORNER BEAD FINISH, TYPICAL1/2" SAG-RESISTANT GYPSUM BOARDCEILING ELEVATION CALLOUTS ARE TO THE BOTTOM OF GYPSUM BOARDGB-1INTERIOR CEILING TYPESTWO LAYERS 'FIRECODE C' GYPSUM PANELSGB-2UL Design No. P512C-JOIST CEILING FRAMING, SEE FRAMING PLANRTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941CEILING PLAN KEYED NOTESNumber Desciption1 EXPOSED CEILING2 RECESSED DOWN LIGHT. SEE E-SERIES. CENTERED IN SOFFITPANEL.3 MECHANICAL CHASE. CEILING PLAN NOTESREFER TO THE GENERAL NOTES ON SHEET A-001 FOR ADDITIONAL REQUIREMENTS.A. REFER TO A210 SERIES FOR CEILING LOCATIONSB. REFERENCE DIVISION 9 SECTION "ACOUSTIC PANEL CEILINGS" FOR REQUIREMENTS OF ACOUSTIC PANEL CEILING SYSTEMS, DECORATIVE PANEL CEILING SYSTEMS, AND DECORATIVE CEILING GRID SYSTEMS.C. REFERENCE DIVISION 9 SECTIONS "NON-STRUCTURAL METAL FRAMING", AND "GYPSUM BOARD" FOR REQUIREMENTS AT GYPSUM BOARD CEILING ASSEMBLIES.D. AT ALL CEILINGS IN WET REAS, CONTRACTOR SHALL SUBSTITUTE WATER RESISTANT GYPSUM WALLBOARD FOR THE STANDARD GYPSUM WALLBOARD IDENTIFIED IN THE WALL TYPES.1/2" GB TYPICAL3 5/8" 20 GA. METAL STUD FRAMING @ 16" OCCORNER BEAD FINISH, TYPICAL1/2" SAG-RESISTANT GYPSUM BOARDCEILING ELEVATION CALLOUTS ARE TO THE BOTTOM OF GYPSUM BOARDGB-1INTERIOR CEILING TYPESTWO LAYERS 'FIRECODE C' GYPSUM PANELSGB-2UL Design No. P512C-JOIST CEILING FRAMING, SEE FRAMING PLANRTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941CEILING PLAN KEYED NOTESNumber Desciption1 EXPOSED CEILING2 RECESSED DOWN LIGHT. SEE E-SERIES. CENTERED IN SOFFITPANEL.3 MECHANICAL CHASE. 8' - 8"CEILING PLAN NOTESREFER TO THE GENERAL NOTES ON SHEET A-001 FOR ADDITIONAL REQUIREMENTS.A. REFER TO A210 SERIES FOR CEILING LOCATIONSB. REFERENCE DIVISION 9 SECTION "ACOUSTIC PANEL CEILINGS" FOR REQUIREMENTS OF ACOUSTIC PANEL CEILING SYSTEMS, DECORATIVE PANEL CEILING SYSTEMS, AND DECORATIVE CEILING GRID SYSTEMS.C. REFERENCE DIVISION 9 SECTIONS "NON-STRUCTURAL METAL FRAMING", AND "GYPSUM BOARD" FOR REQUIREMENTS AT GYPSUM BOARD CEILING ASSEMBLIES.D. AT ALL CEILINGS IN WET REAS, CONTRACTOR SHALL SUBSTITUTE WATER RESISTANT GYPSUM WALLBOARD FOR THE STANDARD GYPSUM WALLBOARD IDENTIFIED IN THE WALL TYPES.GB-2GB-1GB-2GB-23' - 0" 5' - 0" 5' - 0"EQ EQ1/2" GB TYPICAL3 5/8" 20 GA. METAL STUD FRAMING @ 16" OCCORNER BEAD FINISH, TYPICAL1/2" SAG-RESISTANT GYPSUM BOARDCEILING ELEVATION CALLOUTS ARE TO THE BOTTOM OF GYPSUM BOARDGB-1INTERIOR CEILING TYPESTWO LAYERS 'FIRECODE C' GYPSUM PANELSGB-2UL Design No. P512C-JOIST CEILING FRAMING, SEE FRAMING PLANRTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941CEILING PLAN KEYED NOTESNumber Desciption1 EXPOSED CEILING2 RECESSED DOWN LIGHT. SEE E-SERIES. CENTERED IN SOFFITPANEL.3 MECHANICAL CHASE. ENTRANCE CANOPY42' - 11"R10SIGNAGE BY TENANTR2R4R5R6R8RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941REFERENCED KEYED NOTES - PER SHEET04 21 13.01 FACE BRICK VENEER - RUNNING BOND PATTERN TYPICAL04 72 00.03 CAST STONE WALL CAP.07 31 00.01 SHIPLAP STAINED CEDAR SIDING.07 42 13.01 PREFINISHED DRI-DESIGN METAL PLATE WALL PANEL.07 62 00.03 PREFINISHED BRAKE METAL COPING.07 62 00.05 PREFINISHED METAL DOWNSPOUT - 4x5 RECTANGULAR.08 44 13.04 ALUMINUM FRAMED INTEGRAL CURTAIN WALL SUN SHADE.09 91 23.04 STAINED AND SEALED CEDAR PLANK. R7R9SIGNAGE BY OWNERSIGNAGE BY TENANTR1R34' - 0"2' - 8"3' - 4"2' - 0"BRICK REVEAL TYPICAL REPEAT8"2' - 0"3' - 4"2' - 8"4' - 0"1/2"1/2"1/2"RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941REFERENCED KEYED NOTES - PER SHEET04 21 13.01 FACE BRICK VENEER - RUNNING BOND PATTERN TYPICAL04 21 13.02 BRICK VENEER WALL TIE @ 16" O.C. VERTICAL.04 21 13.03 CAVITY WALL FLASHING AND DRAINAGE SYSTEM.04 21 13.05 TRAPEZOIDAL SHAPED MORTAR DROPPING COLLECTION DEVICE FORCAVITY WALL.04 72 00.03 CAST STONE WALL CAP.06 16 43.01 5/8" GLASS MAT FACED GYPSUM SHEATHING.07 25 00.02 CONTINUOUS SHEET COMMERCIAL QUALITY WEATHER BARRIER WITHTAPED SEAMS.07 31 00.01 SHIPLAP STAINED CEDAR SIDING.07 42 13.01 PREFINISHED DRI-DESIGN METAL PLATE WALL PANEL.07 62 00.03 PREFINISHED BRAKE METAL COPING.08 44 13.04 ALUMINUM FRAMED INTEGRAL CURTAIN WALL SUN SHADE.09 91 23.04 STAINED AND SEALED CEDAR PLANK. 30' - 10" V.I.F.1' - 0"2' - 6"EQ EQ EQ EQ EQ EQ EQ EQEQEQ7' - 10 1/4" V.I.F.1' - 0"2' - 6"EQEQEQEQEQEQEQEQEQEQEQEQ14' - 2" V.I.F.14' - 2" V.I.F.14' - 2" V.I.F.1' - 0"2' - 6"EQEQ7' - 10 1/4" V.I.F.1' - 0"2' - 6"EQEQEQEQEQEQEQEQ30' - 10" V.I.F.1' - 0"2' - 6"EQ EQ EQ EQ17' - 0 1/2" V.I.F.1' - 0"2' - 6"EQ EQ EQ EQ EQ EQ EQ26' - 5 5/16" V.I.F.1' - 1 1/4"2' - 6"5' - 2 11/16" V.I.F.2' - 6"1' - 0"3 1/2"3' - 6"1/2"2"1/2"3 1/2"3 1/2"1"2 1/4"2 1/4"3/4"3/4"2"5"3/4"3/4"6"R.1R.2R.3R.4R.7R.8R.9R.10R.5R.6RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941 RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941 3' - 0"2' - 8"5' - 5"2' - 6"2' - 6"2' - 7"5' - 5"2' - 7"2' - 8"3' - 0"3' - 0"REFERENCED KEYED NOTES - PER SHEET04 21 13.01 FACE BRICK VENEER - RUNNING BOND PATTERN TYPICAL04 21 13.02 BRICK VENEER WALL TIE @ 16" O.C. VERTICAL.04 72 00.04 CAST STONE WALL VENEER.05 12 00.04 STEEL LINTEL - HOT DIPPED GALVANIZED FINISH, SEE FRAMING PLANS FORSIZE.05 40 00.04 6" STEEL STUD FRAMING.07 21 00.02 R-19 CAVITY INSULATION.07 42 13.01 PREFINISHED DRI-DESIGN METAL PLATE WALL PANEL.07 62 00.03 PREFINISHED BRAKE METAL COPING.08 41 13.01 ALUMINUM FRAMED 4 1/2" DEEP STOREFRONT ASSEMBLY.08 44 13.01 6" DEEP ALUMINUM CURTAIN WALL ASSEMBLY.08 44 13.04 ALUMINUM FRAMED INTEGRAL CURTAIN WALL SUN SHADE.RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941 4' - 0"2' - 8"3' - 4"2' - 0"2' - 8"3' - 4"2' - 0"9"3' - 6"9' - 0"REFERENCED KEYED NOTES - PER SHEET04 21 13.01 FACE BRICK VENEER - RUNNING BOND PATTERN TYPICAL04 21 13.02 BRICK VENEER WALL TIE @ 16" O.C. VERTICAL.04 72 00.04 CAST STONE WALL VENEER.05 40 00.04 6" STEEL STUD FRAMING.07 21 00.02 R-19 CAVITY INSULATION.07 31 00.01 SHIPLAP STAINED CEDAR SIDING.07 42 13.04 PREFINISHED DRI-DESIGN METAL PLATE WITH WEEP.07 62 00.03 PREFINISHED BRAKE METAL COPING.07 76 00.01 IPE ROOF PAVER SYSTEM.08 44 13.01 6" DEEP ALUMINUM CURTAIN WALL ASSEMBLY.08 44 13.04 ALUMINUM FRAMED INTEGRAL CURTAIN WALL SUN SHADE.09 91 23.04 STAINED AND SEALED CEDAR PLANK.RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941 1' - 11"TURNED UP 12" @ ROOF EDGETURNED UP 12" @ ROOF EDGE6"TURNED UP 12" @ ROOF EDGE1' - 3"2"1' - 3"1' - 11"TURNED UP 12" AT ROOF EDGE1 7/8"8 1/2"1 1/2"4"4"1"2"1/2"4 1/4"5/8"10"REFERENCED KEYED NOTES - PER SHEET04 21 13.01 FACE BRICK VENEER - RUNNING BOND PATTERN TYPICAL04 21 13.02 BRICK VENEER WALL TIE @ 16" O.C. VERTICAL.04 21 13.03 CAVITY WALL FLASHING AND DRAINAGE SYSTEM.04 21 13.04 CELL VENT TYPE CAVITY WALL DRAINAGE WEEPS.04 21 13.05 TRAPEZOIDAL SHAPED MORTAR DROPPING COLLECTION DEVICE FOR CAVITYWALL.04 72 00.03 CAST STONE WALL CAP.04 72 00.04 CAST STONE WALL VENEER.04 72 00.05 WEEP VENTS @ 36" O.C. MAX.04 72 00.07 MASONRY 'L' STRAP.05 12 00.03 BENT PLATE POUR STOP/SLAB EDGE - SEE STRUCTURAL DWGS.05 40 00.02 2-1/2" STEEL STUD FRAMING.05 40 00.04 6" STEEL STUD FRAMING.05 73 00.01 POWDER COATED METAL GUARDRAIL.06 10 00.09 2x6 STUD BLOCKING.06 10 00.15 2x4 WOOD STUD NAILER.06 10 00.20 2x10 STUD BLOCKING.06 16 00.01 1/2" NOMINAL WOOD STRUCTURAL PANEL WALL SHEATHING.06 16 43.01 5/8" GLASS MAT FACED GYPSUM SHEATHING.06 16 43.02 5/8" GLASS MAT FACED GYPSUM SHEATHING w/14 GAGE FLAT STRAP ATHORIZONTAL JOINTS.07 21 00.02 R-19 CAVITY INSULATION.07 25 00.02 CONTINUOUS SHEET COMMERCIAL QUALITY WEATHER BARRIER WITH TAPEDSEAMS.07 25 00.03 TamlynWrap CONTINUOUS SHEET DRAINABLE WEATHER BARRIER TAMLYN.INSTALL w/ SPACERS FACING THE EXTERIOR AND FASTEN TO SHEATHING w/CAP-NAILS.07 42 13.01 PREFINISHED DRI-DESIGN METAL PLATE WALL PANEL.07 42 13.04 PREFINISHED DRI-DESIGN METAL PLATE WITH WEEP.07 46 47.01 PREFINISHED FIBER-CEMENT SIDING PANEL w/ EXPOSED BUTTON HEADSCREWS AND PREFINISHED ALUMIMUN TRIM SYSTEM.07 46 47.09 EXTRUDED ALUMINUM "J" TRIM, PRIMED AND FIELD PAINTED TO MATCH FIBERCEMENT - SEE SHEET A603 FOR DETAILS.07 46 47.10 EXTRUDED ALUMINUM "b" TRIM, PRIMED AND FIELD PAINTED TO MATCHFIBER CEMENT - SEE SHEET A603 FOR DETAILS.07 54 23.01 SINGLE-PLY FULLY ADHERED ROOF MEMBRANE TURNED UP MIN. 8" AT ROOFEDGES.07 54 23.02 R-24 (MIN.) RIGID BOARD ROOF INSULATION.07 62 00.01 PREFINISHED METAL FLASHING.07 62 00.03 PREFINISHED BRAKE METAL COPING.07 62 00.12 PREFINISHED BRAKE METAL TRIM.07 76 00.01 IPE ROOF PAVER SYSTEM.07 76 00.02 ADJUSTABLE PEDESTAL SYSTEM W/PVC PIPE EXTENSIONS WHERE REQUIRED.07 84 43.01 FIRE STOP SEALANT - PROVIDE AT ALL JOINTS IN FIRE RATED ASSEMBLIES.07 92 00.01 SEALANT JOINT.08 41 13.01 ALUMINUM FRAMED 4 1/2" DEEP STOREFRONT ASSEMBLY.08 41 13.06 ALUMINUM FRAMED STOREFRONT SILL FLASHING.08 44 13.01 6" DEEP ALUMINUM CURTAIN WALL ASSEMBLY.08 44 13.02 CURTAIN WALL HORIZONTAL EXTENSION.08 44 13.03 CURTAIN WALL WIND ANCHOR, BY MANUFACTURER.RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941 4"7"1 1/2"1 3/4"8 1/2"SLAB EDGE7"1"2"8"3' - 2"2' - 11 1/4"6"1"4"4"7 3/4"3 1/2"SLAB EDGE1' - 0"1' - 6"7"2"3 5/8"4"1' - 6"3' - 0"8"4"2"1' - 6"2"GRADE8"2"11 1/2"8"RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941REFERENCED KEYED NOTES - PER SHEET03 30 00.01 REINFORCED CONCRETE SLAB ON GRADE - SEE FOUNDATION PLAN.04 21 13.01 FACE BRICK VENEER - RUNNING BOND PATTERN TYPICAL04 21 13.02 BRICK VENEER WALL TIE @ 16" O.C. VERTICAL.04 21 13.03 CAVITY WALL FLASHING AND DRAINAGE SYSTEM.04 21 13.04 CELL VENT TYPE CAVITY WALL DRAINAGE WEEPS.04 21 13.05 TRAPEZOIDAL SHAPED MORTAR DROPPING COLLECTION DEVICE FOR CAVITYWALL.04 21 13.08 FINISHED GRADE - SLOPE AWAY FROM BUILDING.04 22 00.01 4 INCH STANDARD CMU - SEE STRUCTURAL PLANS FOR REINFORCEMENT.04 22 00.03 8 INCH STANDARD CMU - SEE STRUCTURAL PLANS FOR REINFORCEMENT.04 72 00.03 CAST STONE WALL CAP.04 72 00.04 CAST STONE WALL VENEER.05 12 00.03 BENT PLATE POUR STOP/SLAB EDGE - SEE STRUCTURAL DWGS.05 40 00.02 2-1/2" STEEL STUD FRAMING.05 40 00.04 6" STEEL STUD FRAMING.06 10 00.15 2x4 WOOD STUD NAILER.06 16 00.01 1/2" NOMINAL WOOD STRUCTURAL PANEL WALL SHEATHING.06 16 43.01 5/8" GLASS MAT FACED GYPSUM SHEATHING.06 16 43.02 5/8" GLASS MAT FACED GYPSUM SHEATHING w/14 GAGE FLAT STRAP ATHORIZONTAL JOINTS.07 11 13.01 APPLIED BITUMINOUS DAMP PROOFING.07 13 26.01 SELF-ADHERING SHEET WATERPROOFING SYSTEM.07 21 00.02 R-19 CAVITY INSULATION.07 21 00.03 R-10 EXTRUDED RIGID INSULATION.07 21 00.04 R-6 EXTRUDED RIGID INSULATION.07 21 00.10 EXTRUDED RIGID INSULATION THERMAL BREAK.07 25 00.02 CONTINUOUS SHEET COMMERCIAL QUALITY WEATHER BARRIER WITH TAPEDSEAMS.07 25 00.03 TamlynWrap CONTINUOUS SHEET DRAINABLE WEATHER BARRIER TAMLYN.INSTALL w/ SPACERS FACING THE EXTERIOR AND FASTEN TO SHEATHING w/CAP-NAILS.07 42 13.04 PREFINISHED DRI-DESIGN METAL PLATE WITH WEEP.07 46 47.01 PREFINISHED FIBER-CEMENT SIDING PANEL w/ EXPOSED BUTTON HEADSCREWS AND PREFINISHED ALUMIMUN TRIM SYSTEM.07 46 47.09 EXTRUDED ALUMINUM "J" TRIM, PRIMED AND FIELD PAINTED TO MATCH FIBERCEMENT - SEE SHEET A603 FOR DETAILS.07 46 47.10 EXTRUDED ALUMINUM "b" TRIM, PRIMED AND FIELD PAINTED TO MATCHFIBER CEMENT - SEE SHEET A603 FOR DETAILS.07 54 23.01 SINGLE-PLY FULLY ADHERED ROOF MEMBRANE TURNED UP MIN. 8" AT ROOFEDGES.07 54 23.02 R-24 (MIN.) RIGID BOARD ROOF INSULATION.07 62 00.01 PREFINISHED METAL FLASHING.07 62 00.12 PREFINISHED BRAKE METAL TRIM.07 84 43.01 FIRE STOP SEALANT - PROVIDE AT ALL JOINTS IN FIRE RATED ASSEMBLIES.07 92 00.01 SEALANT JOINT.08 41 13.01 ALUMINUM FRAMED 4 1/2" DEEP STOREFRONT ASSEMBLY.08 41 13.04 ALUMINUM FRAMED STOREFRONT DOOR ASSEMBLY.08 44 13.01 6" DEEP ALUMINUM CURTAIN WALL ASSEMBLY.08 44 13.02 CURTAIN WALL HORIZONTAL EXTENSION.08 44 13.03 CURTAIN WALL WIND ANCHOR, BY MANUFACTURER.08 44 13.04 ALUMINUM FRAMED INTEGRAL CURTAIN WALL SUN SHADE. 2x6 VERTICAL TREATED NAILER FASTENED TO STRUCTURAL STEEL1x6 HORIZONTAL STAINED CEDAR PICKETPREFABRICATED MEMBRANE FLASHING MIN. FLASHING HEIGHT TO BE 6" ABOVE FINISH ROOF SURFACESTEEL SUPPORT, SEE STRUCTURAL DWGSSEALANT -INSTALL BETWEEN PIPE AND PREFABRICATED MEMBRANE FLASHINGDRAWBANDSEALANTSTEEL POST CAP7"SLOPESLOPE3"1/2"1' - 6"1/2"2"8 1/2"7/8"3' - 11 1/2"1/2"3' - 11 1/2"1/2"2' - 9 1/4"1/2"2"1/2"TURN OVER TOP OF PARAPET1' - 0"9"2"5 3/4"2"1"9"5 3/4"1/4"VESTIBULEROOF DECKSEE S-SERIES1/4"1 5/8"RUN UP AND OVER BACK OF PARAPET1"2 LAYERS 'FIRECODE C'PAINTED FINISHRTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941REFERENCED KEYED NOTES - PER SHEET04 21 13.01 FACE BRICK VENEER - RUNNING BOND PATTERN TYPICAL04 21 13.02 BRICK VENEER WALL TIE @ 16" O.C. VERTICAL.04 21 13.03 CAVITY WALL FLASHING AND DRAINAGE SYSTEM.04 21 13.04 CELL VENT TYPE CAVITY WALL DRAINAGE WEEPS.04 21 13.05 TRAPEZOIDAL SHAPED MORTAR DROPPING COLLECTION DEVICE FOR CAVITYWALL.04 22 00.03 8 INCH STANDARD CMU - SEE STRUCTURAL PLANS FOR REINFORCEMENT.05 12 00.03 BENT PLATE POUR STOP/SLAB EDGE - SEE STRUCTURAL DWGS.05 12 00.04 STEEL LINTEL - HOT DIPPED GALVANIZED FINISH, SEE FRAMING PLANS FORSIZE.05 40 00.02 2-1/2" STEEL STUD FRAMING.05 40 00.03 3-5/8" STEEL STUD FRAMING.05 40 00.04 6" STEEL STUD FRAMING.05 40 00.07 STEEL C-JOISTS, SEE FRAMING PLANS.06 10 00.23 2x12 STUD BLOCKING.06 10 00.24 1x2 TREATED FURRING STRIP.06 16 00.01 1/2" NOMINAL WOOD STRUCTURAL PANEL WALL SHEATHING.06 16 43.01 5/8" GLASS MAT FACED GYPSUM SHEATHING.06 16 43.02 5/8" GLASS MAT FACED GYPSUM SHEATHING w/14 GAGE FLAT STRAP ATHORIZONTAL JOINTS.07 21 00.02 R-19 CAVITY INSULATION.07 21 00.04 R-6 EXTRUDED RIGID INSULATION.07 25 00.02 CONTINUOUS SHEET COMMERCIAL QUALITY WEATHER BARRIER WITH TAPEDSEAMS.07 31 00.01 SHIPLAP STAINED CEDAR SIDING.07 42 13.02 PREFINISHED DRI-DESIGN METAL PLATE SOFFIT PANEL.07 54 23.01 SINGLE-PLY FULLY ADHERED ROOF MEMBRANE TURNED UP MIN. 8" AT ROOFEDGES.07 54 23.02 R-24 (MIN.) RIGID BOARD ROOF INSULATION.07 54 23.03 TAPERED ROOF INSULATION BOARD.07 54 23.06 METAL TERMINATION BAR - ANCHOR AND APPLY SEALANT ACCORDING TOMFR'S DETAILS.07 62 00.01 PREFINISHED METAL FLASHING.07 62 00.03 PREFINISHED BRAKE METAL COPING.07 62 00.12 PREFINISHED BRAKE METAL TRIM.07 76 00.01 IPE ROOF PAVER SYSTEM.07 76 00.02 ADJUSTABLE PEDESTAL SYSTEM W/PVC PIPE EXTENSIONS WHERE REQUIRED.07 92 00.01 SEALANT JOINT.08 41 13.01 ALUMINUM FRAMED 4 1/2" DEEP STOREFRONT ASSEMBLY.08 44 13.01 6" DEEP ALUMINUM CURTAIN WALL ASSEMBLY.09 29 00.01 5/8" TYPE 'X' GYPSUM BOARD - PROVIDE AT ALL FIRE RATED WALL, CEILING,AND ROOF ASSEMBLIES - SEE LIFE SAFETY SHEETS FOR UL DESIGNDESIGNATIONS. ALSO USE TO INDIVIDUALLY PROTECT STRUCTURALMEMBERS AS NOTED ON DRAWINGS.09 29 00.02 5/8" GYPSUM BOARD.09 29 00.05 1/2" SAG RESISTANT GYPSUM BOARD. 14' - 0"14' - 9 1/4"SEE CIVIL DRAWINGS FOR TRASH ENCLOSURE LOCATION14' - 9 1/4"14' - 0"STEEL POST SUPPORTSWING GATESGRADE8"7' - 4"REINFORCED CONCRETE FOOTING, SEE STRUCT.7' - 7 1/2"7' - 7 1/2"2"7' - 2"1' - 0 1/4"4"12' - 0 3/4"4"1' - 0 1/4"6' - 0"6' - 0"7' - 4 1/8"14' - 9 1/4"2' - 6"1' - 8"8"2' - 0"GRADE6"RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941REFERENCED KEYED NOTES - PER SHEET03 30 00.02 REINFORCED CONCRETE FOOTING - SEE FOUNDATION PLAN.04 21 13.01 FACE BRICK VENEER - RUNNING BOND PATTERN TYPICAL04 21 13.02 BRICK VENEER WALL TIE @ 16" O.C. VERTICAL.04 21 13.03 CAVITY WALL FLASHING AND DRAINAGE SYSTEM.04 21 13.04 CELL VENT TYPE CAVITY WALL DRAINAGE WEEPS.04 21 13.05 TRAPEZOIDAL SHAPED MORTAR DROPPING COLLECTION DEVICE FOR CAVITYWALL.04 21 13.09 THRU-WALL FLASHING.04 22 00.01 4 INCH STANDARD CMU - SEE STRUCTURAL PLANS FOR REINFORCEMENT.04 22 00.03 8 INCH STANDARD CMU - SEE STRUCTURAL PLANS FOR REINFORCEMENT.04 22 00.04 8 INCH STANDARD BOND BEAM.04 72 00.03 CAST STONE WALL CAP.04 72 00.07 MASONRY 'L' STRAP.07 11 13.01 APPLIED BITUMINOUS DAMP PROOFING.09 91 23.04 STAINED AND SEALED CEDAR PLANK. 4' - 9" 10' - 1" 6' - 6 3/4"4' - 9" 10' - 1" 6' - 6 3/4"22' - 8"11' - 8"4' - 9" 10 3/4" 4' - 9"R 4' - 9"3' - 4" 1' - 4"1' - 0"1' - 0"1' - 0"1' - 0"4' - 9"CANE DETECTION RAILCLEAR5' - 4"4' - 9" 11' - 11"R 4' - 9"22' - 8"11' - 8"3' - 4"2' - 0"R 4' - 9"4' - 9" 9' - 2" 7' - 5 3/4"4' - 9"10 3/4"4' - 9"11' - 8"22' - 8"4' - 9" 10' - 1" 6' - 6 3/4"1' - 0"1' - 0"1' - 0"1' - 0"1' - 4"4' - 9"10 3/4"4' - 9"4' - 9" 10' - 1" 6' - 6 3/4"22' - 8"R 4' - 9"1' - 0"1' - 0"1' - 0"24 Risers @ 7"13' - 0"24 Risers @ 7"14' - 0"23 Risers @ 6.78"13' - 0"26 Risers @ 6.92"15' - 0"1' - 0"11' - 0"EQEQ3' - 0"1 HOUR RATED CEILING ASSEMBLY UL P5122' - 0"4' - 0"2' - 8"3' - 4"2' - 0"4' - 0"2' - 8"3' - 4"2' - 0"4' - 0"2' - 8"3' - 4"2' - 0"6' - 8"3' - 4"2' - 0"TRAVEL DISTANCE42' - 0"PIT DEPTH7' - 0"ROUGH OPENING8' - 8"ROUGH OPENING8' - 4"ROUGH OPENING8' - 8"ROUGH OPENING8' - 8"7' - 4"CLEAR OVERHEAD12' - 11"0"CANE DETECTION RAILPAINT CMU IN STAIRWELL -COLOR AS SELECTED BY ARCHITECTHOISTWAY SMOKE AND FIRE VENT 3sf MIN. FREE AREANOTE: CENTER GUARDRAIL NOT SHOWN FOR CLARITYROUGH OPENING5' - 4"HOISTWAY DEPTH6' - 11"HOISTWAY WIDTH8' - 8"REFERENCED KEYED NOTES - PER SHEET04 21 13.01 FACE BRICK VENEER - RUNNING BOND PATTERN TYPICAL04 22 00.03 8 INCH STANDARD CMU - SEE STRUCTURAL PLANS FOR REINFORCEMENT.05 50 00.01 INTERIOR PAINTED 1-1/4" DIA. STEEL PIPE HANDRAIL.05 51 00.02 STEEL PAN TREAD AND LANDING SYSTEM - FILL w/ CONCRETE.05 51 13.03 METAL PAN STAIR SYSTEM - PAINTED HANDRAIL08 11 13.02 HOLLOW METAL DOOR FRAME.RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941 22' - 8"5 1/4"11' - 4"11' - 0"4' - 9"R 4 ' - 9 "CANE DETECTION RAIL BENEATH LANDING1' - 0"4' - 9"8' - 3"8' - 4 3/4"4' - 9"11' - 0"5' - 7 3/4"22' - 8"R 4 ' - 9 "5 1/4"11' - 4"4' - 9" 6 3/4" 4' - 9"1' - 0"1' - 0"1' - 0"1' - 0"R 4 ' - 9 "22' - 8"11' - 4"4' - 9" 6 3/4" 4' - 9"4' - 9"11' - 0"5' - 7 3/4"5 1/4"4' - 9"10' - 1"1' - 0"1' - 0"1' - 0"1' - 0"5' - 3"5' - 7 3/4"11' - 0"4' - 9"22' - 8"4' - 9" 6 3/4" 4' - 9"11' - 4"10' - 0 3/4"15' - 2"R 4 ' - 9 "1' - 0"1' - 0"9' - 0"24 Risers @ 7"14' - 0"23 Risers @ 6.78"13' - 0"26 Risers @ 6.92"15' - 0"EQEQEQ1 HOUR RATED CEILING ASSEMBLY UL P51211' - 11"PAINT CMU IN STAIRWELL -COLOR AS SELECTED BY ARCHITECTNOTE: CENTER RAIL NOT SHOWN FOR CLARITYCANE DETECTION RAILSTEEL WALL BRACKETOR 03 30 00.0604 22 00.0305 50 00.01WELD POST EACH SIDE TO STEEL STRUCTUREMAX3 1/2"3' - 6 1/2"3' - 0"6 1/2"TYP.3 7/8"05 50 00.0105 50 00.01REFERENCED KEYED NOTES - PER SHEET04 22 00.03 8 INCH STANDARD CMU - SEE STRUCTURAL PLANS FOR REINFORCEMENT.05 50 00.01 INTERIOR PAINTED 1-1/4" DIA. STEEL PIPE HANDRAIL.05 51 00.02 STEEL PAN TREAD AND LANDING SYSTEM - FILL w/ CONCRETE.05 51 13.02 METAL PAN STAIR SYSTEM - PAINTED GUARDRAIL05 51 13.03 METAL PAN STAIR SYSTEM - PAINTED HANDRAIL08 11 13.02 HOLLOW METAL DOOR FRAME.RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941 2"4"2"2"2"2"2"4"RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941 *2"2"*2"*4"2"*2"*2"2"*2"1' - 0"2"10"********8"VARIES8"8"VARIES8"VARIES1' - 0"8"VARIES1' - 0"8"VARIES8"2' - 8"8"VARIES6"8"**2' - 0"1' - 6"VARIES4"6"VARIES**8"VARIES3' - 8"8"VARIES8"17' - 8 1/4"12' - 0"4 1/2"3' - 0"4' - 6"2' - 6"4' - 6"1' - 9 1/4"4 1/2"3' - 8"1' - 9"5' - 11"12' - 3 3/4"4 1/2"3' - 11 1/4"1' - 9"12' - 0"3' - 0"4' - 6"3' - 8"5' - 11"3' - 7 1/4"3' - 0 3/4"4 1/2"3' - 8"12' - 0"5' - 11"1' - 9"10' - 8"3' - 8"2' - 6"12' - 0"3' - 0"4' - 6"5' - 11"1' - 9"10' - 8"2' - 6"3' - 0"3' - 0"2' - 4"10"6' - 10"4"12' - 0"2' - 4"3' - 8"5' - 11"1' - 9"6' - 0"1' - 6"6' - 10"27' - 11"2 1/4"3' - 9 5/8"2 1/4"2' - 5 5/8"2 1/4"1' - 3 5/8"2' - 5 3/4"2' - 4 3/4"5' - 2 3/4"2' - 4 3/4"2' - 3 3/4"2' - 3 3/4"5' - 2 3/4"2' - 4 5/8"27' - 11"2' - 4 3/4"5' - 2 3/4"2' - 4 3/4"2' - 3 3/4"2' - 3 3/4"5' - 2 3/4"2' - 4 5/8"6"2' - 5 3/4"1' - 3 5/8"7' - 7 1/2"2' - 7 5/8"4' - 1 3/8"1' - 3 5/8"2' - 5 3/4"2' - 4 3/4"5' - 2 3/4"2' - 4 3/4"2' - 3 3/4"2' - 3 3/4"5' - 2 3/4"2' - 4 5/8"4' - 4 1/16"2' - 5 13/16"3' - 9 11/16"2' - 5 13/16"3' - 9 11/16"2' - 5 13/16"4' - 9 3/4"2' - 5 13/16"3' - 9 11/16"2' - 5 13/16"3' - 9 11/16"2' - 5 13/16"4' - 4 1/16"27' - 8 3/4"46' - 10 1/2"27' - 11"2' - 5 5/8"3' - 9 5/8"6' - 10"1' - 3 5/8"2' - 5 3/4"2' - 4 3/4"5' - 2 3/4"2' - 4 3/4"2' - 3 3/4"2' - 3 3/4"5' - 2 3/4"2' - 4 5/8"7' - 7 1/2"6"4' - 1 3/8"2' - 7 5/8"1' - 3 5/8"2' - 5 3/4"2' - 4 3/4"5' - 2 3/4"2' - 4 3/4"2' - 3 3/4"2' - 3 3/4"5' - 2 3/4"2' - 4 5/8"28' - 0"3' - 7 1/4"12' - 0"3' - 8"5' - 11"1' - 9"4 1/2"3' - 0 3/4"3' - 7 1/4"3' - 0 3/4"4 1/2"12' - 0"3' - 8"5' - 11"1' - 9"4 1/2"3' - 11 1/4"4' - 6"3' - 0"3' - 8"5' - 11"1' - 9"12' - 0"RTAR19900111ACRHCETISTATE OFBTTOCSNo.TSIGEREREDNETRAEPKSNI IANADNIALL INFORMATION CONTAINED IN THISDOCUMENT IS CONSIDERED TO BE BOTHCONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINESTUDIO AND SHALL NOT BE COPIED,REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTENCONSENT OF BLACKLINE STUDIO.UNAUTHORIZED USE OF THESE DOCUMENTS ISNOT PERMITTED.2015 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941DOOR SCHEDULEMark Room NameDoor FrameFire Rating RemarksWidth Height Material Elevation Elevation Material100-1 6' - 0" 8' - 0" AL AL CARD READER. ADA PUSH100-2 6' - 0" 8' - 0" AL AL CARD READER. ADA PUSH100-3 6' - 0" 8' - 0" AL AL CARD READER. ADA PUSH100-4 3' - 0" 7' - 0" HM HM 1 HR CARD READER100-6 3' - 0" 7' - 0" HM HM 1 HR CARD READER100-8 3' - 0" 7' - 0" HM HM 1 HR CARD READER100-9 3' - 0" 7' - 0" HM HM 1 HR CARD READER101 3' - 0" 8' - 0" HM HM INSULATED102-1 6' - 0" 8' - 0" AL AL CARD READER. ADA PUSH102-2 6' - 0" 8' - 0" AL AL CARD READER. ADA PUSH103 3' - 6" 7' - 0"104 3' - 6" 7' - 0"400-1 3' - 0" 8' - 0" AL AL CARD READER. PANIC HW.400-2 3' - 0" 7' - 0" HM HM INSULATED.ST101-1 3' - 0" 7' - 0" HM HM 1 HR CARD READERST101-2 3' - 0" 7' - 0" HM HM 1 HR CARD READER. INSULATED.ST101-5 3' - 0" 7' - 0" HM HM 1 HR CARD READERST102-1 3' - 0" 7' - 0" HM HM 1 HR CARD READERST102-2 3' - 0" 7' - 0" HM HM 1 HR CARD READER. INSULATED.ST102-5 3' - 0" 7' - 0" HM HM 1 HR CARD READERC1DE1BAG1F108.41 13.01 ANODIZED ALUMINUM FINISH08.41 13.01 ANODIZED ALUMINUM FINISH08.41 13.01 ANODIZED ALUMINUM FINISH08.41 13.01 ANODIZED ALUMINUM FINISH08.41 13.01 ANODIZED ALUMINUM FINISH08.44 13.01 ANODIZED ALUMINUM FINISH08.44 13.01 ANODIZED ALUMINUM FINISHREFERENCED KEYED NOTES - PER SHEET08 41 13.02 ALUMINUM FRAMED 10" DEEP MULLION EXTENSION.08 44 13.01 6" DEEP ALUMINUM CURTAIN WALL ASSEMBLY.GL-1GL-3GLAZING SCHEDULEGL-1 1" INSULATED, LOW-E, CLEAR TEMPERED GLAZINGGL-2 1/4" CLEAR TEMPERED GLAZINGGL-3 SPANDRELG208.44 13.01 ANODIZED ALUMINUM FINISHH08.44 13.01 ANODIZED ALUMINUM FINISHF2E2E3C2 4 5 3 1 2 H1-8 H1-6 H1-4 'EP1''EP1' H.0G.0F.0E.0D.0C.0B.0 J.0A.0 4.0 2.0 6.0 3.0 5.0 1.0 C.0 Refer to Electrical Riser Diagram on sheet E601 J J '/0. '/0. 'W1' H1-1 'X1' 'W2' '/0. '/0. '/ 'C1' J 'W3' WP EWH-1 H1-20 (mount above panel) WP TENANT B 100B UTILITY 101 STAIR 2 ST102 TENANT A 100AVESTIBULE102 ELEVATOR EV100 STAIR 1 ST101 'X1' House Panel "H1" F.A.C.P. H1-5 T.T.B. 'L1' (2)4"C. EWH-1 H1-14 H1-1 'C1E' 6 7 7 'C2''C2''C2' 'C2''C2' '/ EWH-1 H1-16 'X1'H1-1 'X1''X1' EWH-1 H1-18 8 8 9J J 9 'W2''W2''W2''W2''W2' 'W2' H1-7 H1-9 'W1' H1-1 'W1' H1-1 'W1' H1-1 J J JJ JJ H1-13 H1-11 H1-11 J 6 H1-15 10 11 'C2''C2''C2' House Panel "H2" 'L1' H1-2 'X1' H1-1 'X1' H1-1 H1-1 H1-1 H1-1 H1-1 'C2E' 'W2''W2' '/'C2E' 'W2''W2''W2''W2' 12 'E1' 12 'E1' 12 'E1' 12 'E1' H1-3 via "LC-1" 'X1'H1-22H1-22H1-229 9 9 9 To 'C1' type light fixture above (see sheet E204 for continuation. )GPGTCN0QVGU All 120 volt, 20 amp circuits over 60' in length shall be #10 AWG, over 95' shall be #8, over 145' shall be #6. Contractor shall coordinate with all other trades to avoid conflicts of space. Contractor shall coordinate the exact location of all devices with all other trades prior to rough-in. Exact location to be determined in the field. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough-in. Refer to sheet E701 for details and symbols. Refer to sheet E601 electrical riser diagram. Refer to sheets E601 and E602 for electrical schedules. Shared neutrals shall not be permitted. Note "H" clips are not acceptable for junction box supporting. Switches shall be a maximum +48" A.F.F. to the top of the device unless otherwise noted. Receptacles, telephone outlets, and television outlets shall be a minimum of +18" A.F.F. to the bottom of the device unless otherwise noted. Where devices are installed in fire walls, the boxes shall be rated and sealed for installation in a fire wall. Provide HACR circuit breakers for all HVAC and refrigeration equipment. All light fixtures marked '/ (Emergency) shall be on a switched circuit and have an emergency battery pack. All light fixtures marked 0. (Night Light) shall be on a non-switched circuit. All light fixtures marked '/0. (Emergency/Night Light) shall be on a non-switched circuit and have an emergency battery pack. A. B. C. D. E. F. G. H. J. K. L. M. N. P. Q. R. Note: Unless otherwise noted on plan, connect all exit signs (fixture type 'X_') to the room lighting circuit the sign is serving (ahead of any local switching means). Note: E.C. shall comply with the IBC in regards to fire rated membrane penetrations. Utilize means of fire rated junction boxes, "putty pads", fire blocking and offsetting. 2NCP0QVGU 1 Contractor shall provide and install a 208 volt, 3-pole, 400A disconnect switch with 400A time delay fusing for elevator equipment. Provide shunt-trip for recall. Connect recall to fire alarm system. Provide auxiliary contacts for lowering application. Contractor shall provide and install a lockable fused switch for elevator cab lighting. Provide a dedicated 120 volt, 20 amp circuit. Contractor shall provide and install a dedicated duplex GFCI receptacle for elevator equipment use. Provide a dedicated 120 volt, 20 amp circuit. Contractor shall provide a telephone rough-in for dedicated elevator cab phone line. Contractor shall provide and install 3-way weatherproof light switches, light fixtures (type 'EP1') and GFCI receptacle in elevator pit. Mount devices at 12" below top of pit. Provide and install a recessed weather-proof junction box for connection to future tenant signage. Verify exact location with Architect, verify exact sign requirements, and coordinate with canopy structure prior to rough-in. Circuit shall be controlled via signage contactor "SC-1". Provide and install a weather-proof junction box for connection to landscape wall ".KIJV(GCVWTG. Verify exact location with Architect, verify exact requirements, and coordinate with landscape wall structure prior to rough-in. Circuit shall be controlled via exterior lighting contactor "LC-1". Make connection to flow, tamper and PIV as required for fire protection system. Provide circuit for electric door strike (H1-10). Provide necessary rough-ins and conduit for card readers and/or push pads. Coordinate exact requirements and location prior to rough-in. Provide and install an 6-pole contactor "SC-1" for signage. Contactor "SC-1" shall be controlled by digital time switch 1P and 1HH. Provide and install an 4-pole contactor "LC-1" for exterior lighting. Contactor "LC-1" shall be controlled by photocell 1P and digital time switch 1HH. Provide and install an emergency micro inverter like $QFKPG'.+Ä5Ä (for minimum of 90 minute runtime for emergency operation of 'E1' type fixture as shown on plan). Install on nearest interior wall and mount as high as possible (while still being safely accessible). Provide appropriate paintable enclosure (maintain Manufacturer's required venting clearances if applicable). 2 3 4 5 6 9 10 7 8 11 12 ALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARY INTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TO A THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED. 2016 BLACKLINE STUDIOc ARCHITECT BLACKLINE 1 N MERIDIAN ST, SUITE 400 INDIANAPOLIS, INDIANA 46204 BLACKLINESTUDIO.NET 317.803.7900 CERTIFICATION: CHECKED BY: DRAWN BY: CIVIL ENGINEER CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 LANDSCAPE CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 STRUCTURAL ENGINEER KJG ENGINEERING 527 SAGAMORE PKWY W, SUITE 101 LAFAYETTE, INDIANA 47906 WWW.KJGENGINEERING.COM 765.497.4598 MEP ENGINEER THE ENGINEERING COLLABORATIVE 2410 EXECUTIVE DRIVE, SUITE 100 INDIANAPOLIS, INDIANA 46241 WWW.TEC-MEP.COM 317.636.3941 CLAYZUK HOLDINGS, LLC - -PENN CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032COPYRIGHT 2016BID SET DECEMBER 1, 2016 #Date DescriptionPROF E SS IONA L E N G NIEERSA M U E L L.HU R T INDIA N A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS D ER 1/4" = 1'-0" ELEVATOR PIT POWER PLAN2 E201 SLH ALB FIRST FLOOR ELECTRICAL PLAN 3/16" = 1'-0" FIRST FLOOR ELECTRICAL PLAN1 H.0G.0F.0E.0D.0C.0B.0 J.0A.0 4.0 2.0 6.0 3.0 5.0 1.0 J '/0. '/0. 'W1' H1-1 STAIR 1 ST101 'X1' 'W1' H1-1 J STAIR 2 ST102 ELEVATOR EV100 'X1' J 9 6 H1-17 'W1' H1-1 '/0. 'W1' H1-1 '/0. H1-1 H1-1 9 )GPGTCN0QVGU All 120 volt, 20 amp circuits over 60' in length shall be #10 AWG, over 95' shall be #8, over 145' shall be #6. Contractor shall coordinate with all other trades to avoid conflicts of space. Contractor shall coordinate the exact location of all devices with all other trades prior to rough-in. Exact location to be determined in the field. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough-in. Refer to sheet E701 for details and symbols. Refer to sheet E601 electrical riser diagram. Refer to sheets E601 and E602 for electrical schedules. Shared neutrals shall not be permitted. Note "H" clips are not acceptable for junction box supporting. Switches shall be a maximum +48" A.F.F. to the top of the device unless otherwise noted. Receptacles, telephone outlets, and television outlets shall be a minimum of +18" A.F.F. to the bottom of the device unless otherwise noted. Where devices are installed in fire walls, the boxes shall be rated and sealed for installation in a fire wall. Provide HACR circuit breakers for all HVAC and refrigeration equipment. All light fixtures marked '/ (Emergency) shall be on a switched circuit and have an emergency battery pack. All light fixtures marked 0. (Night Light) shall be on a non-switched circuit. All light fixtures marked '/0. (Emergency/Night Light) shall be on a non-switched circuit and have an emergency battery pack. A. B. C. D. E. F. G. H. J. K. L. M. N. P. Q. R. Note: Unless otherwise noted on plan, connect all exit signs (fixture type 'X_') to the room lighting circuit the sign is serving (ahead of any local switching means). Note: E.C. shall comply with the IBC in regards to fire rated membrane penetrations. Utilize means of fire rated junction boxes, "putty pads", fire blocking and offsetting. 2NCP0QVGU Provide and install a recessed weather-proof junction box for connection to future tenant signage. Verify exact location with Architect, verify exact sign requirements, and coordinate with canopy structure prior to rough-in. Circuit shall be controlled via signage contactor "SC-1". Provide circuit for electric door strike (H1-10). Provide necessary rough-ins and conduit for card readers and/or push pads. Coordinate exact requirements and location prior to rough-in. 6 9 ALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARY INTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TO A THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED. 2016 BLACKLINE STUDIOc ARCHITECT BLACKLINE 1 N MERIDIAN ST, SUITE 400 INDIANAPOLIS, INDIANA 46204 BLACKLINESTUDIO.NET 317.803.7900 CERTIFICATION: CHECKED BY: DRAWN BY: CIVIL ENGINEER CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 LANDSCAPE CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 STRUCTURAL ENGINEER KJG ENGINEERING 527 SAGAMORE PKWY W, SUITE 101 LAFAYETTE, INDIANA 47906 WWW.KJGENGINEERING.COM 765.497.4598 MEP ENGINEER THE ENGINEERING COLLABORATIVE 2410 EXECUTIVE DRIVE, SUITE 100 INDIANAPOLIS, INDIANA 46241 WWW.TEC-MEP.COM 317.636.3941 CLAYZUK HOLDINGS, LLC - -PENN CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032COPYRIGHT 2016BID SET DECEMBER 1, 2016 #Date DescriptionPROF E SS IONA L E N G NIEERSA M U E L L.HU R T INDIA N A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS D ER E202 SLH ALB SECOND FLOOR ELECTRICAL PLAN 3/16" = 1'-0" SECOND FLOOR ELECTRICAL PLAN1 H.0G.0F.0E.0D.0C.0B.0 J.0A.0 4.0 2.0 6.0 3.0 5.0 1.0 EM/NL EM/NL 9 *Ä STAIR 1 ST101 : 9 *Ä ,STAIR 2 ST102 ELEVATOR EV100 : , 9 *Ä EM/NL 9 *Ä EM/NL *Ä*Ä TENANT A 300 )GPGTCN0QVGU #NNXQNVCOREKTEWKVUQXGTKPNGPIVJUJCNNDG #9)QXGTUJCNNDGQXGTUJCNNDG %QPVTCEVQTUJCNNEQQTFKPCVGYKVJCNNQVJGTVTCFGUVQCXQKF EQPHNKEVUQHURCEG %QPVTCEVQTUJCNNEQQTFKPCVGVJGGZCEVNQECVKQPQHCNN FGXKEGUYKVJCNNQVJGTVTCFGURTKQTVQTQWIJÄKP'ZCEV NQECVKQPVQDGFGVGTOKPGFKPVJGHKGNF %QPVTCEVQTUJCNNEQQTFKPCVGYKVJVJGOGEJCPKECNCPF RNWODKPIEQPVTCEVQTUHQTGZCEVNQECVKQPUQHGSWKROGPV RTKQTVQTQWIJÄ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ÄUYKVEJGFEKTEWKV #NNNKIJVHKZVWTGUOCTMGFEM/NL 'OGTIGPE[0KIJV.KIJV UJCNNDGQPCPQPÄUYKVEJGFEKTEWKVCPFJCXGCP GOGTIGPE[DCVVGT[RCEM # $ % & ' ( ) * , - . / 0 2 3 4 0QVG 7PNGUUQVJGTYKUGPQVGFQPRNCPEQPPGEV CNNGZKVUKIPU HKZVWTGV[RG:AVQVJG TQQONKIJVKPIEKTEWKVVJGUKIPKUUGTXKPI CJGCFQHCP[NQECNUYKVEJKPIOGCPU 0QVG '%UJCNNEQORN[YKVJVJG+$%KPTGICTFU VQHKTGTCVGFOGODTCPGRGPGVTCVKQPU 7VKNK\GOGCPUQHHKTGTCVGFLWPEVKQPDQZGU RWVV[RCFUHKTGDNQEMKPICPFQHHUGVVKPI 2NCP0QVGU 2TQXKFGEKTEWKVHQTGNGEVTKEFQQTUVTKMG *Ä2TQXKFG PGEGUUCT[TQWIJÄKPUCPFEQPFWKVHQTECTFTGCFGTUCPFQT RWUJRCFU%QQTFKPCVGGZCEVTGSWKTGOGPVUCPFNQECVKQP RTKQTVQTQWIJÄKP ALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARY INTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TO A THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED. 2016 BLACKLINE STUDIOc ARCHITECT BLACKLINE 1 N MERIDIAN ST, SUITE 400 INDIANAPOLIS, INDIANA 46204 BLACKLINESTUDIO.NET 317.803.7900 CERTIFICATION: CHECKED BY: DRAWN BY: CIVIL ENGINEER CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 LANDSCAPE CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 STRUCTURAL ENGINEER KJG ENGINEERING 527 SAGAMORE PKWY W, SUITE 101 LAFAYETTE, INDIANA 47906 WWW.KJGENGINEERING.COM 765.497.4598 MEP ENGINEER THE ENGINEERING COLLABORATIVE 2410 EXECUTIVE DRIVE, SUITE 100 INDIANAPOLIS, INDIANA 46241 WWW.TEC-MEP.COM 317.636.3941 CLAYZUK HOLDINGS, LLC - -PENN CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032COPYRIGHT 2016BID SET DECEMBER 1, 2016 #Date DescriptionPROF E SS IONA L E N G NIEERSA M U E L L.HU R T INDIA N A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS D ER E203 SLH ALB THIRD FLOOR ELECTRICAL PLAN 3/16" = 1'-0" THIRD FLOOR ELECTRICAL PLAN1 H.0G.0F.0E.0D.0C.0B.0 J.0A.0 4.0 2.0 6.0 3.0 5.0 1.0 J 'C1' WP HRU-1 J 13 H1-21 13 H1-23'X2' 'W1' H1-1 '/0. H1-1 'X1' 'X3' (01':+6 signage) VESTIBULE 400 ROOF DECK 401 STAIR 1 ST101 STAIR 2 ST102 ELEVATOR EV100 'W1' H1-1 J14'/0. '/0. 'W1' H1-1 'W1' H1-1 '/0. 'X2' J 14 'X2' H1-1 WP WP WPWPJ 'C1' 'C1' 14 'C1E''C1' '/'/'C1E' HRU-2 DOAS-1 12 'E1' H1-3 via "LC-1" 12'E1' H1-3 via "LC-1" H1-22 H1-24 H1-22 H1-24H1-24 H1-24 H1-24 From 'C1' type light fixture below (see sheet E201 for continuation. H2-(1,3,5) #4 wire H1-(37,39,41) #6 wire H1-(38,40,42) #6 wire H2-(2,4,6) #6 wire H2-(8,10,12) #6 wire )GPGTCN0QVGU All 120 volt, 20 amp circuits over 60' in length shall be #10 AWG, over 95' shall be #8, over 145' shall be #6. Contractor shall coordinate with all other trades to avoid conflicts of space. Contractor shall coordinate the exact location of all devices with all other trades prior to rough-in. Exact location to be determined in the field. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough-in. Refer to sheet E701 for details and symbols. Refer to sheet E601 electrical riser diagram. Refer to sheets E601 and E602 for electrical schedules. Shared neutrals shall not be permitted. Note "H" clips are not acceptable for junction box supporting. Switches shall be a maximum +48" A.F.F. to the top of the device unless otherwise noted. Receptacles, telephone outlets, and television outlets shall be a minimum of +18" A.F.F. to the bottom of the device unless otherwise noted. Where devices are installed in fire walls, the boxes shall be rated and sealed for installation in a fire wall. Provide HACR circuit breakers for all HVAC and refrigeration equipment. All light fixtures marked '/ (Emergency) shall be on a switched circuit and have an emergency battery pack. All light fixtures marked 0. (Night Light) shall be on a non-switched circuit. All light fixtures marked '/0. (Emergency/Night Light) shall be on a non-switched circuit and have an emergency battery pack. A. B. C. D. E. F. G. H. J. K. L. M. N. P. Q. R. Note: Unless otherwise noted on plan, connect all exit signs (fixture type 'X_') to the room lighting circuit the sign is serving (ahead of any local switching means). Note: E.C. shall comply with the IBC in regards to fire rated membrane penetrations. Utilize means of fire rated junction boxes, "putty pads", fire blocking and offsetting. 2NCP0QVGU Provide and install an emergency micro inverter like $QFKPG'.+Ä5Ä (for minimum of 90 minute runtime for emergency operation of 'E1' type fixture as shown on plan). Install on nearest interior wall and mount as high as possible (while still being safely accessible). Provide appropriate paintable enclosure (maintain Manufacturer's required venting clearances if applicable). Provide and install a recessed weather-proof junction box for connection to Owner provided signage. Verify exact location with Architect, verify exact sign requirements, and coordinate with canopy structure prior to rough-in. Circuit shall be controlled via signage contactor "SC-1". Provide circuit for electric door strike (H1-12). Provide necessary rough-ins and conduit for card readers and/or push pads. Coordinate exact requirements and location prior to rough-in. 12 13 14 ALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARY INTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TO A THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED. 2016 BLACKLINE STUDIOc ARCHITECT BLACKLINE 1 N MERIDIAN ST, SUITE 400 INDIANAPOLIS, INDIANA 46204 BLACKLINESTUDIO.NET 317.803.7900 CERTIFICATION: CHECKED BY: DRAWN BY: CIVIL ENGINEER CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 LANDSCAPE CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 STRUCTURAL ENGINEER KJG ENGINEERING 527 SAGAMORE PKWY W, SUITE 101 LAFAYETTE, INDIANA 47906 WWW.KJGENGINEERING.COM 765.497.4598 MEP ENGINEER THE ENGINEERING COLLABORATIVE 2410 EXECUTIVE DRIVE, SUITE 100 INDIANAPOLIS, INDIANA 46241 WWW.TEC-MEP.COM 317.636.3941 CLAYZUK HOLDINGS, LLC - -PENN CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032COPYRIGHT 2016BID SET DECEMBER 1, 2016 #Date DescriptionPROF E SS IONA L E N G NIEERSA M U E L L.HU R T INDIA N A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS D ER E204 SLH ALB ROOF DECK ELECTRICAL PLAN 3/16" = 1'-0" ROOF DECK ELECTRICAL PLAN1 Note: Coordinate electrical service with local utility company prior to bid. Include all work in bid not performed by utility company. Contact: 16475 Southpark Drive Westfield, IN 46074 ph: 317.8966711 CT Cabinet 120/208V., 3Ø, 4W. (NEMA 3R) 400 Amp Meter Center 120/208V., 3Ø, 4W. (NEMA 3R) 1600 Amp Main Circuit Breaker w/SPD Circuit Breaker (Typical) M3 M2 M1 CT Cabinet 120/208V., 3Ø, 4W. (NEMA 3R) 800 Amp Disconnect Switch 120/208V., 3Ø, 4W. (NEMA 3R) 800 Amp Main Circuit Breaker w/SPD Utility Co. Pad Mounted Transformer Exterior M6 M5 (QT(WVWTG4GUVCWTCPVBuilding Exterior Provide conduit sleeves with cap for portable generator cabling. Digital Time Switch (Typical) House Panel "H1" 120/208V., 1Ø,3W. 225 Amp M.L.O. First Floor Elevator Disconnect Switch 120/208V., 3Ø, 4W. Elevator Manual Generator Switch 120/208V., 3Ø, 4W. (NEMA 3R) 400 Amp Disconnect Switch 120/208V., 3Ø, 4W. (NEMA 3R) 400 Amp Main Circuit Breaker w/SPD (QT'NGXCVQTM7 M4 M8 NO SCALE ELECTRICAL RISER DIAGRAM1 /GVGT%GPVGT 82*9 Meter Poles Size M1 M2 M3 M4 M5 Branch Breaker Mains: 1600 Amp Main Circuit Breaker: 1600 Amp w/SPD Load Served Notes 3 House Panel "H1" 0QVGU 225 225 3 Future Tenant Panel 225 225 3 225 225 3 225 225 3 225 225 M6 3 225 225 M7 3 225 225 M8 3 225 225 Spare Future Tenant Panel Future Tenant Panel Future Tenant Panel Future Tenant Panel TS PE (2)4"C. w/pullwire Building Exterior 3#500MCM,4"C.3#500MCM,1#500MCM,4"C. TotalRec.= 1 Pole = 2 Pole = 3 Pole Legend Light Equip. Total Demand (KW) Heat A/C Other Total Demand Amps = 167± Demand load (KW) Connected load (KW) Wire Size: Fed From: Conduit: Feeder Calculated ± OtherLight 4Wire: Remarks 225 120/208 Amps: Phase: Voltage: 3 Heat <Load (KW)> Rec.A/C Equip. Mounting: Location: Other 1 Pole 20 AMP U.O.N. 1 Cir. No. Cir. No.A/C <Load (KW)> Equip.Heat Rec. 101 - Utility Light Copper Surface Bus: Main:Main Lug Only Remarks 2 3 5 7 9 11 13 15 17 19 4 6 8 10 12 14 16 18 20 21 23 25 27 29 31 33 35 37 39 41 22 24 26 28 30 32 34 36 38 40 42 *QWUG2CPGN* Stairwell Lighting General Lighting Exterior Building Lighting .1 Elevator Pit.5 Elevator Receptacle Elevator Cab Lighting.5 .5F.A.C.P.1.0 T.T.B. Receptacle T.T.B. Receptacle .5 .5 Door Control1.0 Signage Contactor "SC-1" TS Exterior Lighting Contactor "LC-1" Photocell (on roof) Light Features Tenant Signage Tenant Signage Tenant Signage Owner Signage Owner Signage 1.5 1.5 1.5 1.5 1.5 1.0 1.0 .9 .5 EWH-1 (1st Floor)1.5 1.5 1.5 1.5 EWH-1 (1st Floor) EWH-1 (1st Floor) EWH-1 (1st Floor) House Panel "H2" 120/208V., 1Ø,3W. 225 Amp M.L.O. 4#4/O,1#4,212"C.4#4/O,1#4,212"C. House Panel "H2" TotalRec.= 1 Pole = 2 Pole = 3 Pole Legend Light Equip. Total Demand (KW) Heat A/C Other Total Demand Amps = 157± Demand load (KW) Connected load (KW) Wire Size: Fed From: Conduit: Feeder Calculated ± OtherLight 4Wire: Remarks 225 120/208 Amps: Phase: Voltage: 3 Heat <Load (KW)> Rec.A/C Equip. Mounting: Location: Other 1 Pole 20 AMP U.O.N. 1 Cir. No. Cir. No.A/C <Load (KW)> Equip.Heat Rec. 101 - Utility Light Copper Surface Bus: Main:Main Lug Only Remarks Space Space Space 2 3 5 7 9 11 13 15 17 19 4 6 8 10 12 14 16 18 20 21 23 25 27 29 22 24 26 28 30 *QWUG2CPGN* DOAS-1 70 HRU-1 HRU-1 60 60 18.4 Space Space Space Spare Spare Spare Spare Spare Spare Spare Spare Spare Space Space Space Space Space Space 19.1 19.1 Receptacle Receptacle 1.0 Spare Spare Spare Spare Spare Spare Spare HRU-2 Spare Spare Spare Spare 3#500MCM,4"C. 2 sets of (4#500MCM,4"C.) 3#500MCM,1#500MCM,4"C. 1.0 Door Control1.0 1.0 1.0 1.0 1.0 7.9 7.9 2.0 2.0 3.0 3.0 1.1 1.1 6.0 6.0 9.0 4.0 6.0 3.0 60.2 4 sets of (4#500MCM,4"C.) Spare Spare 60 19.1 HRU-2 60 19.1 19.1 19.1 19.1 19.1 38.2 38.2 18.4 18.4 56.656.6 38.2 2 sets of (4#500MCM,4"C.) Grounding per NEC Refer to detail 1/E701 Grounding per NEC Refer to detail 1/E701 Grounding per NEC Refer to detail 1/E701 ALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARY INTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TO A THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED. 2016 BLACKLINE STUDIOc ARCHITECT BLACKLINE 1 N MERIDIAN ST, SUITE 400 INDIANAPOLIS, INDIANA 46204 BLACKLINESTUDIO.NET 317.803.7900 CERTIFICATION: CHECKED BY: DRAWN BY: CIVIL ENGINEER CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 LANDSCAPE CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 STRUCTURAL ENGINEER KJG ENGINEERING 527 SAGAMORE PKWY W, SUITE 101 LAFAYETTE, INDIANA 47906 WWW.KJGENGINEERING.COM 765.497.4598 MEP ENGINEER THE ENGINEERING COLLABORATIVE 2410 EXECUTIVE DRIVE, SUITE 100 INDIANAPOLIS, INDIANA 46241 WWW.TEC-MEP.COM 317.636.3941 CLAYZUK HOLDINGS, LLC - -PENN CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032COPYRIGHT 2016BID SET DECEMBER 1, 2016 #Date DescriptionPROF E SS IONA L E N G NIEERSA M U E L L.HU R T INDIA N A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS D ER E601 SLH ALB ELECTRICAL RISER DIAGRAM &SCHEDULES Type Manufacturer Model No.Lamp Type Voltage Mounting Description Illustration 5GG0QVG .KIJV(KZVWTG5EJGFWNG 'L1' Beghelli BS100LED/4/HT/80W/WT35/120-277V/JM LED / 3500K 120 Surface Ceiling / Chain (Bottom of fixture at +9'-0" A.F.F.) LED enclosed industrial. Day-Brite Lithonia Mercury Metalux Mobern Williams 0QVGU 2KEVWTGUCTGUJQYPCUCXKUWCNCKFQPN[CPFOC[PQVFGRKEVURGEKHKECVVTKDWVGUNKUVGFKPVJKUUEJGFWNG 'OGTIGPE[DCVVGT[DCEMWR OKPKOWOQHOKPWVGTWPVKOGHQTGOGTIGPE[QRGTCVKQP .'&FKOOKPIFTKXGT2TQXKFG/CPWHCEVWTGTCRRTQXGFEQORCVKDNGFKOOGTYJGTGCRRNKECDNG TGHGTVQNKIJVKPIRNCPUHQTFKOOGTNQECVKQP=U? (KZVWTGUGNGEVKQPVQDGFGVGTOKPGFD[+PVGTKQTU1YPGT#TEJKVGEV %QQTFKPCVGYKVJEGKNKPICPFQTYCNNUVTWEVWTGRTKQTVQTQWIJÄKPCPFCFLWUVCUPGEGUUCT[VQCXQKFKPUVCNNCVKQPEQPHNKEVU 4GHGTVQ'NGEVTKECNFGVCKNUHQTGNGXCVQTRKVRJQVQOGVTKEECNEWNCVKQPU (KZVWTGFKOUVQCRRTQZKOCVGN[NKIJVQWVRWVYJGPKPUVCPFD[WPQEEWRKGFOQFG 5GG0QVG 'X1' Beghelli BRZ-LG-U-W LED 120 Surface Ceiling / Wall Combination LED exit sign/emergency lighting unit. White thermoplastic housing with green letters. LED emergency lighting with adjustable reflector system. Nickel-cadmium battery. UL listed. Emergensee Evenlite Exitronix Lithonia NaviLite Mercury 'X2' Lithonia LV-S-1-G-120/277-EL N-UM-CW LED 120 Surface Ceiling / Wall All-conditions LED exit sign with green letters (single face). Black faceplate with black housing. Cold weather sealed nickel-cadmium battery. Directional arrows as shown on plan. UL listed. Chloride Dual Lite Exitronix Mercury NaviLite Sure-Lites 5GG0QVGCPF 5GG0QVGCPF 'EP1' Lithonia FEM4 LED-4L-IMAFL LED / 4100K 120 Surface Wall LED enclosed industrial fixture with fiberglass housing and fully gasketed high-impact acrylic diffuser. Wet location listed. Columbia Day-Brite Mercury Metalux Mobern Williams 5GG0QVGCPF 'C1' Lithonia LDN4-35/10-LO4AR-LD-MVOLT-EZ10 LED / 3500K 120 Recessed Ceiling 4" recessed LED downlight. Matte diffuse reflector with clear trim. UL listed for damp locations.Cree Juno Lightolier Portfolio Prescolite Spectrum 5GG0QVGCPF 'C1E' Lithonia LDN4-35/10-LO4AR-LD-120-EZ10-EL LED / 3500K 120 Recessed Ceiling 4" recessed LED downlight. Matte diffuse reflector with clear trim. UL listed for damp locations. Emergency battery pack with integral test switch. Cree Juno Lightolier Portfolio Prescolite Spectrum 5GG0QVGCPF 'X3' Lithonia LQM-P-W-3-G-120/277-EL N-SW12 LED 120 Surface Ceiling / Wall LED 01':+6 sign with white thermoplastic housing with green letters. Nickel-cadmium battery.Chloride Dual Lite Exitronix Mercury NaviLite Sure-Lites 'W3' Lithonia CSXW LED-30C-700-40K-T4M-MVOLT LED / 4000K 120 Surface Wall (℄ of fixture at +10'-0" A.F.F. unless otherwise noted on lighting plans) LED wall luminiare. UL listed for wet locations. Color selection by Architect.AccuLite Cree Gardco Hubbell McGraw Edison Nulite 5GG0QVG 'C2' Lithonia LDN6-35/15-LO6AR-LD-MVOLT-EZ10 LED / 3500K 120 Recessed Ceiling 6" recessed LED downlight. Matte diffuse reflector with clear trim. UL listed for damp locations.Cree Juno Lightolier Portfolio Prescolite Spectrum 5GG0QVGCPF 'C2E' Lithonia LDN6-35/15-LO6AR-LD-120-EZ10-EL LED / 3500K 120 Recessed Ceiling 6" recessed LED downlight. Matte diffuse reflector with clear trim. UL listed for damp locations. Emergency battery pack with integral test switch. Cree Juno Lightolier Portfolio Prescolite Spectrum 5GG0QVGCPF 'W2' Stone Lighting WO803SSDOB24 LED / 4000K 120 Surface Wall (℄ of fixture at +3'-8"A.F.F.) Square exterior LED wall sconce. Metal front shield. UL listed for wet locations. Stainless steel finish. 'W1' Lithonia WL4-40L-EZ1-LP830-NES7-DIM10-EL14L LED / 3500K 120 Surface Wall (Bottom of fixture at +6'-8" A.F.F. unless otherwise noted on plans) Wall mounted LED luminaire with steel housing. High impact acrylic diffuser. Integral PIR technology occupancy sensor. White finish. UL listed. Emergency battery backup. Columbia Day-Brite Mercury Metalux Mobern Williams 5GG0QVGCPF 5GG0QVGCPF 'E1' Lumark XTOR2B-W-xx LED / 4000K 120 Surface Wall (Mounting height will vary - coordinate with Architect prior to rough-in) Low profile LED wall luminiare. UL listed for wet locations. Color selection by Architect.ILP Lithonia Solera ALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARY INTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TO A THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED. 2016 BLACKLINE STUDIOc ARCHITECT BLACKLINE 1 N MERIDIAN ST, SUITE 400 INDIANAPOLIS, INDIANA 46204 BLACKLINESTUDIO.NET 317.803.7900 CERTIFICATION: CHECKED BY: DRAWN BY: CIVIL ENGINEER CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 LANDSCAPE CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 STRUCTURAL ENGINEER KJG ENGINEERING 527 SAGAMORE PKWY W, SUITE 101 LAFAYETTE, INDIANA 47906 WWW.KJGENGINEERING.COM 765.497.4598 MEP ENGINEER THE ENGINEERING COLLABORATIVE 2410 EXECUTIVE DRIVE, SUITE 100 INDIANAPOLIS, INDIANA 46241 WWW.TEC-MEP.COM 317.636.3941 CLAYZUK HOLDINGS, LLC - -PENN CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032COPYRIGHT 2016BID SET DECEMBER 1, 2016 #Date DescriptionPROF E SS IONA L E N G NIEERSA M U E L L.HU R T INDIA N A 0 N EP1 6 .o 01087 ATS FOET R E TEGIS D ER E602 SLH ALB LIGHT FIXTURE SCHEDULE H.0G.0F.0E.0D.0C.0B.0J.0A.04.02.06.03.05.01.0TENANT B100BSpace4TENANT C100CSpace6Space7UTILITY100GBCC-1FCU-1-10D24FCU-1-11D24FCU-1-12D24FCU-1-13D24FCU-1-7D24FCU-1-8D24FCU-1-9D24FCU-1-1D24FCU-1-2D24FCU-1-3D24FCU-1-4D24FCU-1-5D2424"x12"16"x10"16"x10"24"x12"16"x10"24"x12"16"x10" 24"x12"24"x12"16"x10"16"x10" 24"x12"24"x12" 16"x10"24"x12"16"x10"24"x12" 16"x10"24"x12" 16"x10"24"x12" 16"x10"EWH-1EWH-1EWH-1EWH-1Up to HRU-1on roofRefrigerant piping, See MFR flow diagram for sizing, (typ)18"x10"18"x12"30"x14"22"x22"18"x12" E/A up & 18"x10" O/A up22"x22" fire wraped grease duct up30"x14" hood makeup air duct upRPE10100876ERNIGEENSTATE OFELUMASNo.TSIGEREREDL.UHTIANADNIP IR FO SSEONALALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED.2016 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941\\TEC-SERVER\RedirectedFolders\ABlackford\My Documents\16113-MEP_v17_ablackford.rvt12/2/2016 4:03:39 PMM201FIRST FLOOR HVAC PLANCLAYZUK HOLDINGS, LLC - -CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032BID SETDECEMBER 1, 2016JTLNAS 3/16" = 1'-0"1FIRST FLOOR HVAC PLAN# Date Description H.0G.0F.0E.0D.0C.0B.0J.0A.04.02.06.03.05.01.0TENANT B200BSpace13Space15FCU-2-1D24FCU-2-2D24FCU-2-3D24FCU-2-4D24FCU-2-5D24FCU-2-6D24FCU-2-7D24Up to HRU-1on roofUp to BCC-2 on third floorRefrigerant piping, See MFR flow diagram for sizing, (typ)22"x12" E/A up & 18"x12" down22"x22" fire wraped grease duct up30"x14" hood makeup air duct up18"x12" O/A up & 18"x10" down14"x10"12"x10"RPE10100876ERNIGEENSTATE OFELUMASNo.TSIGEREREDL.UHTIANADNIP IR FO SSEONALALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED.2016 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941\\TEC-SERVER\RedirectedFolders\ABlackford\My Documents\16113-MEP_v17_ablackford.rvt12/2/2016 4:07:47 PMM202SECOND FLOOR HVAC PLANCLAYZUK HOLDINGS, LLC - -CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032BID SETDECEMBER 1, 2016JTLNAS 3/16" = 1'-0"1SECOND FLOOR HVAC PLAN# Date Description H.0G.0F.0E.0D.0C.0B.0J.0A.04.02.06.03.05.01.0TENANT A200FSpace18Space20FCU-3-1D24FCU-3-2D24FCU-3-3D24FCU-3-4D24FCU-3-5D24FCU-3-6D24FCU-3-7D24BCC-220"x14"Up to HRU-1on roofRefrigerant piping, See MFR flow diagram for sizing, (typ)Up to HRU-2on roof20x14 O/A up to DOAS-130x12 E/A up to DOAS-112"x10"Balance to 550 cfm18"x12"14"x10"30"x12"22"x12"22"x12"22"x12" E/A down22"x22" fire wraped grease duct up30"x14" hood makeup air duct up18"x12" O/A downRefrigerant piping down to second floor18"x12"RPE10100876ERNIGEENSTATE OFELUMASNo.TSIGEREREDL.UHTIANADNIP IR FO SSEONALALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED.2016 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941\\TEC-SERVER\RedirectedFolders\ABlackford\My Documents\16113-MEP_v17_ablackford.rvt12/2/2016 4:09:32 PMM203THIRD FLOOR HVAC PLANCLAYZUK HOLDINGS, LLC - -CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032BID SETDECEMBER 1, 2016JTLNAS 3/16" = 1'-0"1THIRD FLOOR HVAC PLAN# Date Description H.0G.0F.0E.0D.0C.0B.0J.0A.04.02.06.03.05.01.0DOAS-1HRU-2HRU-1RPE10100876ERNIGEENSTATE OFELUMASNo.TSIGEREREDL.UHTIANADNIP IR FO SSEONALALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED.2016 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941\\TEC-SERVER\RedirectedFolders\ABlackford\My Documents\16113-MEP_v17_ablackford.rvt12/2/2016 4:10:57 PMM204ROOF HVAC PLANCLAYZUK HOLDINGS, LLC - -CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032BID SETDECEMBER 1, 2016JTLNAS 3/16" = 1'-0"1ROOF HVAC PLAN# Date Description Notes:1.Provide flooded drain pan interlock.2.Provide digital seven (7) day programmable thermostat, unless shown otherwise.3.Bottom of unit at 10’−0" AFF minimum.4.Field fabricate filter rack for 2" MERV 7 filter.Fan Coil Unit (Variable Refrigerant Volume)Mark(FCU−##)TypeMitsubishiModelAirVolumeHighSpeed(CFM)ExternalStaticPressure (in WC)CapacityElectrical ConnectionUnitWeight(lbs)FilterSize(IN XIN)RemarksCooling(BTUH)Heating(BTUH)VoltagePhase MCAMOCP Disconnect by:D06Concealed DuctedPEFY −P06NMAU−E33000.606,0006,70020811.0515E.C.5124x12x2See NotesD08Concealed DuctedPEFY −P08NMAU−E33000.608,0009,00020811.0515E.C.5124x12x2See NotesD12Concealed DuctedPEFY −P12NMAU−E33700.6012,00013,50020811.2015E.C.5124x12x2See NotesD15Concealed DuctedPEFY −P15NMAU−E34950.6015,00017,00020811.4515E.C.5824x12x2See NotesD18Concealed DuctedPEFY −P18NMAU−E36000.6018,00020,00020811.5615E.C.5824x12x2See NotesD24Concealed DuctedPEFY −P24NMAU−E38800.6024,00027,00020812.7315E.C.7124x12x2See NotesD27Concealed DuctedPEFY −P27NMAU−E38800.6027,00030,00020812.7315E.C.7124x12x2See NotesD30Concealed DuctedPEFY −P30NMAU−E38800.6030,00034,00020812.7315E.C.7124x12x2See NotesHeat Pump (Variable Refrigerant Volume)MarkAreaServedMitsubishiModelNominalCapacityCoolingPerformanceHeatingPerformanceElectrical ConnectionWeight RemarksTotalCapacity(BTUH)TotalCapacity(BTUH)Voltage (V)Phase ()MCAMOCPDisconnect By:HRU−1PURY−P288TSKMU−A24288,000320,0001,2,3PURY−P144TKMU−A20835360MFR715PURY−P144TKMU−A20835360MFR715HRU−2PURY−P288TSKMU−A24288,000320,0001,2,3PURY−P144TKMU−A20835360MFR715PURY−P144TKMU−A20835360MFR715Notes:1.DC Inverter drive.2.Ambient conditions: cooling 95°F, heating −14°F.3.Provide 14" mounting railsBC ControllerMarkMitsubishiModelNumber of PortsElectrical ConnectionRemarksVoltage (V)Phase()MCAMOCPDisconnect By:BCC−1CMB−P1016NU−HA1620811.0415MFR1,2BCC−2CMB−P1016NU−HA1620811.0415MFR1,2Notes:1.Provide condensate drain. See P−series sheets.2.Provide pipe adapter reducer as required for connected units rated at 18,000 BTU/Hr orless.Sequence of OperationsDedicated Outdoor Air System (DOAS-1)•Fan shall run continuously during occupied mode.•Fan shall operate on VFD to maintain listed external static pressure.•Heating Mode Stage 1:••Modulating heat pump shall be enabled when O/A temperature < 60°F (adj)and >40°F (adj).••Discharge air temperature shall be adjustable between 55°F and 85°F.••Refer to Heating Mode Stage 2 for operation below 40°F O/A temperature.••Enable Stage 1 heat @ 45°F when OA temp is increasing.•Heating Mode Stage 2:••Shall be enabled when O/A temperature is < 40°F (adj) .••Modulating natural gas furnace shall utilize full modulation to maintaindesired discharge air temperature.••The discharge air temperature shall be adjustable from 55°F to 85°F.••Disable Stage 2 heat@ 45°F when OA temp is increasing.•Cooling Mode:••Refrigerant compressors shall be enabled when O/A temperature > 63°F(adj) .••When cooling is enabled, MAU-1 shall cool incoming O/A to 55°F (adj)utilizing a digital scroll compressor for load matching and shall supply it usingthe following supply air reset schedule. MAU-1 shall utilize modulating hotgas reheat to reheat supply air as needed. (Supply Air Reset curve shallinitially be linear).•••If O/A temperature is 63°F (adj), reheat supply to 70°F (adj).•••If O/A temperature is 90°F (adj) or greater, supply 55°F (adj) air.•Monitoring Points:••The following points shall be visible from the MAU-1 controller.•••Supply Air Temperature (Db)•••Outdoor Air Temperature (Db)•Outdoor Air Humidity (RH)Fan Coil Unit (FCU-xxx)•FCU shall operate via wall mounted T-Stat.•Fan shall run continuously during occupied mode.•FCU shall maintain a 72°F (adj) setpoint when occupied.•Fan Coils shall be capable of occupied/unoccupied setpoint programming. (NightSet Back)Control System:DOASshall have a remote mounted, independent, equipment controller provided by the EquipmentManufacturer capable of meeting the Sequence of Operations, with occupied/unoccupied cycles, and 7 dayprogrammability.VRF Systemshall have a remote mounted (coordinate mounting location with Engineer prior to installation)centralized control panel that shall be capable of supporting remote controllers, schedule timers, systemcontrollers, centralized controllers, an integrated web based interface via graphical user interface.Terminal OutletsMarkFunctionPriceModelAirflowRange(CFM)FaceSize(in.)NeckSize(in.)Color RemarksEG−1Exhaust Grille6301−500133/4x 133/412 x 12WhiteSee NotesEG−2Exhaust Grille630501−750273/4x 173/426 x 16WhiteSee NotesNotes:1.Provide plaster frame for diffusers, registers and grilles installed in gypsum board.Electric Wall HeaterMarkAreaServedModel TypeElectrical ConnectionDisconnect RemarksPower(Watts)Voltage(V)Phase()MCA(A)EWH−AVariesRaywallE3312TSRPWWall Heater1500120112.5MFRSee NotesNotes:1.Fan forced heater.2.Integral T−Stat.3.Semi −Recessed mount.Dedicated Outdoor Air SystemMark Space ModelNominal TonsOutside Air (CFM)External Static Pressure (w.g.)Energy Recovery Ventilator Performance DX Cooling PerformanceHeatingPerformanceModulating HotGas Reheat CoilElectrical ConnectionWeight(lbs)RemarksSupply(CFM)Exhaust (CFM)Summer EDB (°F)SummerEWB (°F)Summer LDB (°F)Summer LWB (°F)WinterEDB(°F)WinterEWB(°F)WinterLDB(°F)WinterEWB(°F)EDB(°F)EWB(°F)LDB(°F)LWB(°F)NetSensibleCooling(MBH)NetTotalCooling(MBH)EDB(°F)LDB(°F)GasInput(MBH)Capacity (MBH)LDB(°F)LWB(°F)RHVoltage (V)Phase ()MCAMOCPStarter By:Disconnect By:DOAS−1Entire BldgAaonRN−015−8−0−E60E−3697.519000.751900180095.078.082.8769.48−5.0−6.043.541.782.8769.4854.053.858.0889.5943.50125.321037.0072.0060.705220835170MFRMFR1645See NotesNotes:1.Gas pressure regulator suitable for site gas pressure.2.R410A3.120V Convenience outlet4.Energy recovery wheel.5.14" curb6.Modulating hot gas reheat7.Modulating gas heat.8.Phase & brownout protection9.First stage of heat to be modulating heat pump.RPE10100876ERNIGEENSTATE OFELUMASNo.TSIGEREREDL.UHTIANADNIP IR FO SSEONALALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED.2016 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941\\TEC-SERVER\RedirectedFolders\ABlackford\My Documents\16113-MEP_v17_ablackford.rvt12/2/2016 4:12:01 PMM601HVAC SCHEDULESCLAYZUK HOLDINGS, LLC - -CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032BID SETDECEMBER 1, 2016JTLNAS 1/8" = 1'-0"1Schedules# Date Description DDDDDDDDD1−1/2"Round Flexible Connection1" x 1/8" Band ironWasher1/2"1" x 1/8" Draw band1/2"5/16" FlangeBolt 4" on centersRectangular Flexible Connection1" Flange and hemBolt 4" on centers1" x 1/8" Band ironWasherRivet 4" on centersDuctwork1−1/2" Pocket slipDuctworkFlexiblematerial asspecified1−1/2" Minimum to 3"maximum installed. 6"nominal with material tautSheet metal as specified forductworkFlangedconnection onfan sideSheet metal as specified forductworkAlternate positionof bolt1−1/2" Minimum to 3"maximum installed. 6"nominal with material tautFlangedconnection onfan sideFlexible material asspecified1" x 1/8" Draw bandFlexible ConnectionScale: NoneM7012Draw Through CoilCleanout plug1" greaterthan fanstaticpressure1" greater thanhalf of fan staticpressureCondensate Drain (Blow/Draw−Thru Coil)Scale: NoneM7016Drain line(bottomconnectiononly)CoolingcoildrainpanFull sizeFull sizeUnit manufacturersthreaded drain pipeconnection (typ)Cleanout plugRoute full size condensatedrain pipe to nearest floordrain. Refer to plumbingdrawings for floor drainlocations.Fiber capFiber cantStainlesssteeladjustableclampsHeavy gauge galvanizedsteel with continuouswelded corner seams1 1/2" rigidfiberglassinsulation1 1/2" woodnailerSteppedpolyvinyl bootPipe CurbScale: NoneM7015More than 30°30° or lessV.D.45° Boottap fittingDuct offsetUse radius for more than 30°Use mitered for 30° or lessDuct offsetBranch off main90° Square ElbowTurning vanes90° Radiused ElbowHH2HLow Velocity Sheet Metal FittingsScale: NoneM7011Minimum 1" wide clamp.Detail 2Maximumflexible ductlength shall be5’−0".Wire support.Detail 1Detail 3Notes:1.Metallic flexible ductwork shall be attached using a minimum ofthree (3) #8 sheet metal screws equally spaced around theductwork circumference. Ductwork larger than 12" shall have aminimum of five (5) #8 sheet metal crews. Screws shall belocated at least 1/2" from the ductwork end.2.Non−metallic flexible ductwork shall be secured to the sleeveor collar using a draw band. If the ductwork collar exceeds 12",the draw band must be positioned behind a bead on the metalcollar.3.Insulation and vapor barriers present on factory−fabricatedductwork shall be fitted over the core connection and shall besupplementally secured with a draw band.4.Flexible ductwork sealing shall be a class "B" seal for lowpressure ductwork.5.Support system shall not damage or cause out−of−round shape.6.Flexible ductwork shall be a maximum of 5’−0" in length andshall NOT be used as an elbow.Maximum sagshall be 1/2" perfoot of supportspacing.Strap bracingshall be providedat a maximum of3’−0" on centers.1" Band clampwith wire.(Optional)Insulated Flexible DuctworkScale: NoneM7013Neoprene weathersealRooftop UnitField applied cant stripWood nailerTreated 2x4shimming tolevel top of curbCounterflashingCurb by RTU MFRunless specifiedotherwise4" flexible duct connectionbetween roof insulation andbottom of rooftop unitRoof construction.Refer to architecturaldrawings for typeSupplyand returnductsNotes:1.Roof curbs shall be provided with properly designedfabricated leveling devices so equipment is level and theroof curb is installed to match the roof slope.2.Provide perimeter angle support at all sides betweenstructural steel. Size of angle based on load of equipment.Minimum size shall be 3" x 3" x 1/4".3.Roof curbs shall not be supported by the roof insulation.4.Coordinate location of roof curb and roof opening withstructure.5.Roofing insulation shall be continuous under the rooftopequipment.Roof Equipment Support Curb SectionScale: NoneM7014Variable Refrigerant Flow Ducted Fan CoilScale: NoneM7017Notes:1.Install all components per Manufacturer’sinstallation instructions.2.Fan coils shall have a flooded drain paninterlock.3.Refrigerant lines and condensate drainsshall be insulated.4.Conceal all linesets, piping, power wiring,control wiring and control componentsunless otherwise noted. If concealment isnot possible, contact Engineer foralternatives prior to fabrication.Fresh airintake.CeilingInspection accesspanel.StructureConcealed duct indoorunit.M10 or3/8"Suspension bolts.Lowercondensate drainRefrigerant piping.Field Modification:Relocate R/A tempsensor from evap coilto location shown.Extend control wireas required.T1Field Modification:Relocate R/A tempsensor from evap coilto location shown.Extend control wireas required.T1Typical HRUScale: NoneM7018Notes:1.Install all components per Manufacturer’sinstallation instructions.2.All refrigerant lines shall be insulated.3.Provide .020" thick aluminum jacket overall exterior refrigerant lines and sealwater−tight.6" Concrete Pad byMC14" Equipmentsupport. Submit toEngineer for review.HRU−TypRefer to HVACplans for refrigerantpipe routing.Field Modification:Fabricate filter rack for2" MERV 7 filter.Verify accessibility forfilter change. Refer toschedule for filter size.Channel fillers if applicable (typ.)Optional wood nailerSecure roof curb to structureCant stripFlashing by roofing contractorWood nailer14"Roof HRU Support Curb SectionScale: NoneM7019Notes:1.Roof curbs shall be provided with properly designedfabricated leveling devices so equipment is level and theroof curb is installed to match the roof slope.2.Provide perimeter angle support at all sides betweenstructural steel. Size of angle based on load of equipment.Minimum size shall be 3" x 3" x 1/4".3.Roof curbs shall not be supported from the roof insulation.4.Coordinate location of roof curb and roof opening withstructure.5.Roofing insulation shall be continuous under the rooftopequipment.Roof structure.Refer to structuraldrawings for type.Factoryprefabricatedroof curb withinsulationNeoprene washerson top springisolatorsunderneath HRUfeetAnchor rooftopequipment to roofcurb18 ga. galv steelcounterflashing capby MCHRU−1Roof structure.Refer to structuraldrawings for typeProvide square 90°elbow with turningvanes to transitionto horizontal. Donot provide a ductplenum andhorizontal tap. If asquare 90° elbow isimpractical,coordinatealternative withEngineerRPE10100876ERNIGEENSTATE OFELUMASNo.TSIGEREREDL.UHTIANADNIP IR FO SSEONALALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARYINTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TOA THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED.2016 BLACKLINE STUDIOcARCHITECTBLACKLINE1 N MERIDIAN ST, SUITE 400INDIANAPOLIS, INDIANA 46204BLACKLINESTUDIO.NET317.803.7900CERTIFICATION:CHECKED BY:DRAWN BY:CIVIL ENGINEERCEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777LANDSCAPECEC, INC.530 E. OHIO ST, SUITE GINDIANAPOLIS, INDIANA 46204WWW.CECINC.COM317.655.7777STRUCTURAL ENGINEERKJG ENGINEERING527 SAGAMORE PKWY W, SUITE 101LAFAYETTE, INDIANA 47906WWW.KJGENGINEERING.COM765.497.4598MEP ENGINEERTHE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241WWW.TEC-MEP.COM317.636.3941\\TEC-SERVER\RedirectedFolders\ABlackford\My Documents\16113-MEP_v17_ablackford.rvt12/2/2016 4:13:17 PMM701HVAC DETAILSCLAYZUK HOLDINGS, LLC - -CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032BID SETDECEMBER 1, 2016JTLNAS 1" = 10'-0"1HVAC Details1# Date Description H.0G.0F.0E.0D.0C.0B.0 J.0A.0 4.0 2.0 6.0 3.0 5.0 1.0 C.0 5WRVQ ENGCPQWV 5VQTONCVGTCN 'ZVGPFVQÄ DG[QPFDNFINKPG 5GGUKVGWVKNKV[RNCP HQTEQPVKPWCVKQP 55WR 5CPKVCT[9CUVG 'ZVGPFVQÄ DG[QPFDNFINKPG 5GGUKVGWVKNKV[RNCP HQTEQPVKPWCVKQP 9WRVQ ENGCPQWV 9WRVQ ENGCPQWV 5WR 9WRVQ ENGCPQWV 9WRVQ ENGCPQWV 9WR 9WR 8WR 5 9 9 9 9 &QOGUVKE9CVGT 'ZVGPFVQÄDG[QPF DNFINKPG5GGUKVGWVKNKV[ RNCPHQTEQPVKPWCVKQP (KTG2TQVGEVKQP5GTXKEG 'ZVGPFVQÄDG[QPF DNFINKPG5GGUKVGWVKNKV[ RNCPHQTEQPVKPWCVKQP (KTG&GRV%QPPGEVKQP 'ZVGPFVQÄDG[QPF DNFINKPG5GGUKVGWVKNKV[ RNCPHQTEQPVKPWCVKQP +'Ä )CUUGTXKEGD[ NQECNWVKNKV[EQ ALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARY INTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TO A THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED. 2016 BLACKLINE STUDIOc ARCHITECT BLACKLINE 1 N MERIDIAN ST, SUITE 400 INDIANAPOLIS, INDIANA 46204 BLACKLINESTUDIO.NET 317.803.7900 CERTIFICATION: CHECKED BY: DRAWN BY: CIVIL ENGINEER CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 LANDSCAPE CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 STRUCTURAL ENGINEER KJG ENGINEERING 527 SAGAMORE PKWY W, SUITE 101 LAFAYETTE, INDIANA 47906 WWW.KJGENGINEERING.COM 765.497.4598 MEP ENGINEER THE ENGINEERING COLLABORATIVE 2410 EXECUTIVE DRIVE, SUITE 100 INDIANAPOLIS, INDIANA 46241 WWW.TEC-MEP.COM 317.636.3941 CLAYZUK HOLDINGS, LLC - -PENN CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032COPYRIGHT 2016BID SET DECEMBER 1, 2016 #Date Description 0 N EP1 6 .o 01087 ATS FOET P200 3/16" = 1'-0" UNDERSLAB PLUMBING PLAN1 SLH GJR UNDERSLAB PLUMBING PLAN H.0G.0F.0E.0D.0C.0B.0 J.0A.0 4.0 2.0 6.0 3.0 5.0 1.0 C.0 5VCPFRKRG 5VCPFRKRG 5WRVQ TQQHFTCKP 5WR 8TKUGTRTQXKFG ECRRGFVGGCV DGNQYUVTWEVWTG HQTHWVWTGVGPCPV 9TKUGTRTQXKFG ECRRGFVGGCV DGNQY UVTWEVWTGHQTHWVWTGVGPCPV %9ECRRGF HQTHWVWTGVGPCPV %9ECRRGF HQTHWVWTGVGPCPV %9TKUGT %9 %9 %9 5FQYP 5FQYP %1Ä$&$Ä# %1Ä# %1Ä% %1Ä# %1Ä% %1Ä% %9 /GVGTU 42<$2U 8GTVKECN(KTG 2TQVGEVKQP4KUGT %1Ä$ )WR )CUOGVGT $67 "YED[ NQECNWVKNKV[EQBCC-1FCU-1-10D24FCU-1-11D24FCU-1-12 D24 FCU-1-13D24FCU-1-7 D24 FCU-1-8 D24 FCU-1-9 D24 FCU-1-1D24FCU-1-2 D24 FCU-1-3 D24 FCU-1-4 D24 FCU-1-5D24) %QPF %QPF %QPF %QPF %QPF%QPF %QPF %QPF %QPF %QPF %QPF %QPF %QPF %QPF%QPF%QPF%QPF 5 ALL INFORMATION CONTAINED IN THIS DOCUMENT IS CONSIDERED TO BE BOTH CONFIDENTIAL AND PROPRIETARY INTELLECTUAL PROPERTY OF BLACKLINE STUDIO AND SHALL NOT BE COPIED, REPRODUCED, DISTRIBUTED OR ASSIGNED TO A THIRD PARTY WITHOUT PRIOR WRITTEN CONSENT OF BLACKLINE STUDIO. UNAUTHORIZED USE OF THESE DOCUMENTS IS NOT PERMITTED. 2016 BLACKLINE STUDIOc ARCHITECT BLACKLINE 1 N MERIDIAN ST, SUITE 400 INDIANAPOLIS, INDIANA 46204 BLACKLINESTUDIO.NET 317.803.7900 CERTIFICATION: CHECKED BY: DRAWN BY: CIVIL ENGINEER CEC, INC. 530 E. OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 LANDSCAPE CEC, INC. 530 E. 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OHIO ST, SUITE G INDIANAPOLIS, INDIANA 46204 WWW.CECINC.COM 317.655.7777 STRUCTURAL ENGINEER KJG ENGINEERING 527 SAGAMORE PKWY W, SUITE 101 LAFAYETTE, INDIANA 47906 WWW.KJGENGINEERING.COM 765.497.4598 MEP ENGINEER THE ENGINEERING COLLABORATIVE 2410 EXECUTIVE DRIVE, SUITE 100 INDIANAPOLIS, INDIANA 46241 WWW.TEC-MEP.COM 317.636.3941 CLAYZUK HOLDINGS, LLC - -PENN CORE AND SHELL12411 PENNSYLVANIA ST.CARMEL, INDIANA 46032COPYRIGHT 2016BID SET DECEMBER 1, 2016 #Date Description 0 N EP1 6 .o 01087 ATS FOET Not to Scale DOMESTIC WATER ENTRANCE DETAIL1 Not to Scale VERTICAL FIRE PROTECTION RISER2 Not to Scale CONDENSATE TEE DETAILS3 Not to Scale ROOF DRAIN DETAIL4 Not to Scale GAS DIRT LEG DETAILS5 P601 SLH GJR PLUMBING SCHEDULES &DETAILS