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Home My WebLink About16030013 Building PlansPROJECT LOCATION PROJECT LOCATION 1320 City Center Dr. Carmel, IN 46032 Garrison Parking Structure BID DOCUMENTS 02/10/2016 2015.01372 ARCHITECT: NAME: AMERICAN STRUCTUREPOINT, INC. ADDRESS 1: 7260 SHADELAND STATION CITY, STATE, ZIP: INDIANAPOLIS, IN 46256 TELEPHONE: 317.547.5580 FAX: 317.543.0270 E-MAIL: RBRAY@STRUCTUREPOINT.COM CONTACT: ROBERT BRAY STRUCTURAL DESIGN: NAME: AMERICAN STRUCTUREPOINT, INC. ADDRESS 1: 7260 SHADELAND STATION CITY, STATE, ZIP: INDIANAPOLIS, IN 46256 TELEPHONE: 317.547.5580 FAX: 317.543.0270 E-MAIL: JPLANK@STRUCTUREPOINT.COM CONTACT: JARED PLANK CIVIL DESIGN: NAME: AMERICAN STRUCTUREPOINT, INC. ADDRESS 1: 7260 SHADELAND STATION CITY, STATE, ZIP: INDIANAPOLIS, IN 46256 TELEPHONE: 317.547.5580 FAX: 317.543.0270 E-MAIL: BHEIDENREICH@STRUCTUREPOINT.COM CONTACT: BRITTANY HEIDENREICH CONTRACTOR NAME: F.A. WILHELM CONSTRUCTION COMPANY ADDRESS 1: 3914 PROSPECT STREET CITY, STATE, ZIP: INDIANAPOLIS, IN 46203 TELEPHONE: 317.359.5411 E-MAIL: CURTISSATTISON@FAWILHELM.COM CONTACT: CURTIS SATTISON OWNER: CLIENT: GARRISON INVESTMENT GROUP ADDRESS 1: 1290 AVENUE OF THE AMERICAS, STE. 914 CITY, STATE, ZIP: NEW YORK, NY 10104 TELEPHONE: 212.372.9581 E-MAIL: JMANSHER@GARRISONINV.COM CONTACT: JAKE MANSHER PROJECT TEAM: VICINITY MAP LOCATION MAP EARTH NOTE: PATTERNS SHOWN REPRESENT CUT MATERIALS IN PLAN OR SECTION, UNLESS NOTED OTHERWISE. GRANULAR FILL CONCRETE, CAST-IN-PLACE CONCRETE, PRECAST/CAST STONE CONCRETE MASONRY UNIT BRICK MASONRY STONE: LIMESTONE, GRANITE, MARBLE OR AS NOTED METAL: TYPE AS NOTED METAL: ROLLED SHAPES WOOD FRAMING / BLOCKING: CONTINOUS WOOD SHIM WOOD/FINISHED, SHOWN CUT AND ELEVATION PLYWOOD PARTICLEBOARD EIFS SPRAYED FIREPROOFING SHOWN ON ROLLED SHAPE BATT INSULATION: THERMAL OR ACOUSTICAL, UNO RIGID INSULATION: THERMAL, ACOUSTICAL, OR SAFING SHEATHING: GYPSUM, OR AS NOTED GYPSUM WALL BOARD TILE: CERAMIC, QUARRY, UNO RESINOUS FLOORING: TERRAZO, TROWEL-ON, UNO ACOUSTICAL CEILING TILE GRATING (PLAN) INSULATED GLASS: (SMALL SCALE) GRATING (SECTION) MEMBRANE: WATERPROOF, ROOF, DAMPPROOFING AIR BARRIER SYSTEM INSULATED GLASS: (DETAIL) TERRA COTTA, STRUCTURAL CLAY TILE CARPET, CARPET TILE (DETAIL) SAND, GROUT AS NOTED GLASS FIBER REINFORCED CONCRETE SIDING OR TRIM WOOD/ENGINEERED: GLUE LAMINATED PLASTER ON METAL LATH WOOD FLOOR, WOOD SHINGLES, OR SIDING ENLARGED DRAWING REFERENCE ELEVATION DATUM REFERENCE NORTH ARROW DRAWING NUMBER SHEET NUMBER BUILDING SECTION CUT REFERENCE 1 101 A101 1 SIM 1 W3 N 1 KEYED NOTE REVISION REFERENCE WINDOW TAG DOOR TAG ROOM NAME AND NUMBER COLUMN GRID NEW A DRAWING NUMBER SHEET NUMBER WALL SECTION CUT REFERENCE DRAWING NUMBER SHEET NUMBER EXTERIOR ELEVATION REFERENCE WALL TYPE REFERENCE (REFERENCE INTERIOR PARTITION LEGEND) COLUMN GRID EXISTING EQUIPMENT TAG 1 A301 1 A301 1 A201 1 1a Name Elevation ROOM NUM. CMU PAINT BASIS-OF-DESIGN: PPG 4-22 ACRYLIC TOPCOAT OVER 6-15 BLOCK FILLER PRECAST PAINT BASIS-OF-DESIGN: PPG 4-22 ACRYLIC TOPCOAT OVER 4-603 ALKALI RESISTANT PRIMER FERROUS METAL PAINT BASIS-OF-DESIGN: PPG 4216HP ACRYLIC TOPCOAT OVER 4020PF PRIMER PAVEMENT MARKINGS BASIS-OF-DESIGN: PPG 11-53 TRAFFIC & ZONE MARKING PAINT 1. ALL COLORS TO MATCH EXISTING ADJACENT OFFICE BUILDING AS DIRECTED BY ARCHITECT. 2. ALL EXPOSED STRUCTURAL STEEL SHALL BE PAINTED TO MATCH ADJACENT WALLS. Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 1 : 5 9 : 0 3 A M G001 SHEET INDEX 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 P PERM PERMANENT PH PHASE PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTIC PNL PANEL PREFAB PREFABRICATED PREFIN PREFINISHED PRELIM PRELIMINARY PREP PREPARATION PROJ PROJECT PT PRESERVATIVE TREATED PTD PAINTED PTN PARTITION Q QT QUARRY TILE R R RADIUS RD ROOF DRAIN REC RECESSED RECPT RECEPTACLE REF REFER(ENCE) REINF REINFORCE(D)(ING)(M ENT) REQD REQUIRED RESIL RESILIENT RM ROOM RO ROUGH OPENING RTU ROOF TOP UNOT S SAN SANITARY SCW SOLID CORE WOOD SF SQUARE FOOT SPKLR SPRINKLER SS STAINLESS STEEL STD STANDARD STL STEEL STOR or ST STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMBOL SYS SYSTEM T T&G TONGUE AND GROOVE T/ TOP OF TEL TELEPHONE TEMP TEMPORARY THRES THRESHOLD TOT TOTAL TYP TYPICAL U UNIF UNIFORM UNO UNLESS NOTED OTHERWISE UR URINAL V VB VINYL BASE VCT VINYL COMPOSITION TILE VERT VERTICAL VIN VINYL VT VINYL TILE VWC VINYL WALL COVERING W W/W WALL TO WALL WC WATER CLOSET WD WOOD WDW WINDOW WH WALL HUNG WT WEIGHT G GALV GALVANIZED GLZ GLAZING GUT GUTTER GYP BD/GWB GYPSUM BOARD H HC HANDICAP(PED) HCW HOLLOW CORE WOOD HDWE/HDW HARDWARE HM HOLLOW METAL HMD HOLLOW METAL DOOR HORIZ HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATION, AIR CONDITIONING I ICF INSULATED CONCRETE FORM ID INSIDE DIAMETER IF INSIDE FACE INCAND INCANDESCENT INDIC INDICATE INSTL INSTALL(ATION) INSUL INSULATION INT INTERIOR J JST JOIST JT JOINT L LAV LAVATORY LD BRG LOAD BEARING LF LINEAR FOOT LTG LIGHTING LTWT LIGHTWEIGHT LVR LOUVER M MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDICINE (MEDICAL) MET METAL MFG MANUFACTURER (ING) MIN MINIMUM MISC MISCELLANEOUS MLWK MILLWORK MO MASONRY OPENING MTD MOUNTED MTG MOUNTING MULL MULLION MULT MULTIPLE N N/A NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE O O/O OUT TO OUT OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OFCI OWNER FURNISHED - CONTRACTOR INSTALLED OH OVERHEAD OPNG OPENING OPP OPPOSITE OPT OPTIONAL ORD OVERFLOW ROOF DRAIN ORIG ORIGINAL A A/E ARCHITECT/ENGINEER ACOUS ACOUSTICAL ACT ACOUSTICAL CEILING TILE ADA AMERICAN'S WITH DISABILITIES ACT ADD ADDENDUM ADJ ADJACENT AFF ABOVE FINISH FLOOR ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED ARCH ARCHITECT (URAL) B BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BOT BOTTOM BRG BEARING C C/C CENTER TO CENTER CAB CABINET CB CORNER BEAD CER CERAMIC CF CUBIC FOOT CFCI CONTRACTOR FURNISHED / CONTRACTOR INSTALLED CHAN CHANNEL CJ CONTROL JOINT CL CENTER LINE CLG CEILING CMU CONCRETE MASONRY UNIT CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CP/CPT CARPET D DEMO DEMOLITION (ISH) DF DRINKING FOUNTAIN DIFF DIFFUSER DIM DIMENSION DISP DISPENSER DO DOOR OPENING DS DOWNSPOUT DWG DRAWING E EJ EXPANSION JOINT ELEC ELECTRICAL (ELEVATOR) ELEV ELEVATION ENCL ENCLOSURE ENGR ENGINEER EQUIP EQUIPMENT EWC ELECTRICAL WATER COOLER EXST EXISTING F F/F FACE TO FACE FDN FOUNDATION FE FIRE EXTINGUISHER FHC FIRE HOSE CABINET FIN FINISH FIN FL FINISHED FLOOR FLR (FLRG) FLOOR(ING) FLUOR FLUORESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FR FIRE RATING FT FIRE TREATED FTG FOOTING FURN FURNITURE FURR FURRING ABBREVIATIONS SHEET INDEX SHEET NUMBER SHEET NAME A501 DUMPSTER ENCLOSURE DETAILS A511 PLAN DETAILS A521 SECTION DETAILS A601 DOOR, FRAME, WINDOW, AND STOREFRONT ELEVATIONS A631 STOREFRONT, OPENING, AND CURTAIN WALL DETAILS A701 FIRST AND SECOND LEVEL SIGNAGE PLAN A702 THIRD LEVEL SIGNAGE PLAN MECHANICAL M101 MECHANICAL LEVEL 01 HVAC PLAN PLUMBING P001 PLUMBING SYMBOLS & ABBREVIATIONS P101 PLUMBING LOWER LEVEL & LEVEL 01 STORM PIPING PLAN P102 PLUMBING LEVEL 02 STORM PIPING PLAN P103 PLUMBING LEVEL 03 STORM PIPING PLAN P600 PLUMBING STORM DRAINAGE ISOMETRIC ELECTRICAL E000 ELECTRICAL SYMBOLS & LEGENDS E001 SITE DEMOLITION PLAN E101 FIRST LEVEL LIGHTING PLAN E102 SECOND LEVEL LIGHTING PLAN E103 THIRD LEVEL LIGHTING PLAN E201 FIRST LEVEL POWER AND SYSTEMS PLAN E202 SECOND LEVEL POWER AND SYSTEMS PLAN E203 THIRD LEVEL POWER AND SYSTEMS PLAN E500 ELECTRICAL SCHEDULES SHEET INDEX SHEET NUMBER SHEET NAME GENERAL G000 COVER SHEET G001 SHEET INDEX G101 FIRST FLOOR LIFE SAFETY PLAN G102 SECOND FLOOR LIFE SAFETY PLAN G103 THIRD FLOOR LIFE SAFETY PLAN CIVIL C001 TITLE SHEET C002 GENERAL NOTES C003 SPECIFICATIONS C100 EXISTING TOPOGRAPHY / DEMOLITION PLAN C150 CONSTRUCTION FENCING / LOGISTICS PLAN C200 SITE PLAN C300 GRADING PLAN C310 EMERGENCY ROUTING PLAN C400 UTILITY PLAN C410 STORM SEWER PLAN AND PROFILES C411 STORM SEWER PLAN AND PROFILES C500 EROSION CONTROL PLAN C510 STORMWATER POLLUTION PREVENTION PLAN C520 EROSION CONTROL DETAILS C521 EROSION CONTROL DETAILS C600 SITE DETAILS C601 SITE DETALS C700 TREE PRESERVATION PLAN C701 LANDSCAPE PLAN C702 LANDSCAPE DETAILS STRUCTURAL S001 ABBREVIATIONS AND SYMBOLS S002 GENERAL NOTES S003 GENERAL NOTES S004 SPECIAL INSPECTION REQUIREMENTS S005 SPECIAL INSPECTION REQUIREMENTS S006 LOAD MAPS S007 AXONOMETRICS S100 FOUNDATION PLAN S101 SLAB ON GRADE PLAN S102 SECOND FLOOR FRAMING PLAN S102.R SECOND FLOOR PT / REINFORCING PLAN S103 THIRD FLOOR FRAMING PLAN S103.R THIRD FLOOR FLOOR PT / REINFORCING PLAN S201 ENLARGED PLANS S202 ENLARGED PLANS S203 BUILDING SECTIONS S204 BUILDING ELEVATIONS S301 FOUNDATION SECTIONS, DETAILS, AND SCHEDULES S302 FOUNDATION SECTIONS AND DETAILS S303 FOUNDATION SECTIONS AND DETAILS S304 FOUNDATION SECTIONS AND DETAILS S305 FOUNDATION SECTIONS AND DETAILS S311 CONCRETE COLUMN DETAILS AND SCHEDULES S312 CONCRETE COLUMN SECTIONS AND DETAILS S321 CONCRETE WALL DETAILS AND SCHEDULES S331 POST-TENSIONED CONCRETE BEAM SCHEDULE S332 MILD REINFORCED BEAM SCHEDULE S341 TYPICAL CONCRETE FRAMING DETAILS S342 TYPICAL CONCRETE FRAMING DETAILS S343 TYPICAL CONCRETE FRAMING DETAILS S344 TYPICAL CONCRETE FRAMING DETAILS S351 CONCRETE FRAMING SECTIONS S401 CMU DETAILS AND SCHEDULES S402 CMU SECTIONS AND DETAILS S501 STEEL DETAILS AND SCHEDULES S502 STEEL SECTIONS AND DETAILS ARCHITECTURAL A001 WALL TYPES A101 FIRST LEVEL PLAN A102 SECOND LEVEL PLAN A103 THIRD LEVEL PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A203 EXTERIOR ELEVATIONS A204 EXTERIOR ELEVATIONS A301 BUILDING SECTIONS A321 WALL SECTIONS A322 WALL SECTIONS A401 GARAGE ELEVATOR LOBBY ENLARGED PLANS A402 ELEVATOR LOBBY SECTIONS A403 GARAGE STAIRWELL PLANS AND SECTIONS A421 STRIPING PLANS AND DETAILS 1 SEE SHEET G001 FOR GRAPHIC SYMBOL LEGEND. 2 COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION. 3 ALL DIMENSIONS ARE TO GRID LINES, FACE OF PRECAST OR FACE OF CONCRETE / MASONRY UNITS UNLESS NOTED OTHERWISE. 4 PROVIDE MASONRY CONTROL JOINTS AT WALLS OVER 30'-0" IN LENGTH. LOCATE ABOVE EDGE OF OPENING WHEN POSSIBLE. 5 FRAME DOOR OPENINGS 4" FROM FACE OF PERPENDICULAR WALL ON HINGE SIDE AND 1'-6" FROM FACE OF PERP. WALL ON LATCH SIDE UNLESS NOTED OTHERWISE. 6 THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR DESIGNING AND INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE CONTRACTOR SHALL FURNISH ALL NECESSARY CONSTRUCTION PERMITS. 7 THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA, ETC.) INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY WORK REQUIRED FOR FULL PERFORMANCE OF, AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THEIR WORK. ALL WORK SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK. 8 CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE AND LOCAL CODES, LAWS, SAFETY REGULATIONS AND HAZARDOUS WASTE LAWS, ETC. 9 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN EACH BUILDING COMPONENT LOCATION. BRING ANY DISCREPANCIES TO THE ARCHITECT'S ATTENTION IN WRITING IMMEDIATELY. 10 FIRE EXTINGUISHER CABINET LOCATIONS SHOWN ARE SUGGESTED LOCATIONS ONLY. FIRE EXTINGUISHER AND CABINET LOCATIONS OF SUCH SHALL COMPLY WITH NFPA 10. CONTRACTOR TO VERIFY QUANTITY AND EXACT LOCATIONS WITH AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. 11 BUILDING FIRST FLOOR IS REFERENCE ELEVATION 100'-0". SEE CIVIL DRAWINGS FOR U.S.G.S. ELEVATION. 12 ALL WORK SHALL BE PERFORMED IN A SKILLED WORKMANSHIP TYPE AND MANNER ACCEPTABLE TO THE ARCHITECT AND OWNER. 13 PROVIDE SHEET METAL OR FIRE RETARDANT WOOD BLOCKING IN WALL CAVITIES FOR ITEMS THAT ARE REQUIRED TO BE SECURED TO THE WALLS. 14 ALL CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT UNITS LAID IN RUNNING BOND UNLESS NOTED OTHERWISE. 15 CAULK INTERSECTION BETWEEN DIFFERENT MATERIALS. 16 ALL NEW INTERIOR FINISHES, INCLUDING FLOOR, WALL, AND CEILING MATERIALS, SHALL BE IN ACCORDANCE WITH FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS FOUND IN THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE. 17 EXISTING CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO BIDDING OR BEGINNING OF WORK. ANY ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING IMMEDIATELY. 18 PAINT ALL 1-1/2" DIA. METAL PIPE AND TUBE RAILINGS AND METAL PAN STAIR FRAMES. COLOR TBD BY ARCHITECT FROM MANUFACTURER'S FULL COLOR RANGE. GENERAL NOTES MATERIALS LEGEND GRAPHIC LEGEND FINISH LEGEND REVISION SCHEDULE NO. DESCRIPTION DATE FEC FE C FEC FEC FEC FEC FEC FEC FE C CODE LEGEND EXIT SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHER. VERIFY LOCATIONS AND QUANTITIES W/ APPLICABLE CODES, OWNER AND FIRE MARSHAL. FEC 1 HR FIRE RATED BARRIER TRAVEL DISTANCE [###] <###> OCCUPANT LOAD PER LEVEL (###) OCCUPANT LOAD @ EGRESS COMPONENT APPLICABLE BUILDING CODES ALLOWABLE HEIGHT AND AREA OCCUPANCY CLASSIFICATION S-2, Low Hazard, Open Garage CONSTRUCTION TYPE Type II-B SPRINKLER SYSTEM Equipped with a dry Class 1 manual standpipe system in accordance with IBC 905 and NFPA 14. LIFE SAFETY / BUILDING CODE SUMMARY TRAVEL DISTANCE RESTRICTIONS • Dead-end Corridor Limit: 20ft • Common Path of Travel: 100ft Travel Distance to Exits: 300 ft from remote point to exit access or exit 8 Tiers 50,000 sf per Floor 3 Tiers; 38 ft 34,012 sf 1st Floor; 36,795 sf 2nd Floor; 14,190 sf 3rd Floor 84,997 sf Total ACTUAL HEIGHT AND BUILDING AREA TABULAR VALUES: (IBC 406.5.4) MISCELLANEOUS REQUIREMENTS • Two accessible exits required from 2nd floor (1007.1; 1015.1) • Both Stairs can be unenclosed (1009.3, ex. 6) • No area of refuge required (1007.3, ex. 4) • Required stair width = 48" (1007.3; 1009.1) • Elevator lobby not required (713.14.1, ex. 7) • Open standpipe system is required (406.5.8) BUILDING USE This facility is an open air garage and will be used for temporary vehicular storage. FIRE RESISTANCE RATING REQ'TS FOR BUILDING ELEMENTS Structural Frame 0 HR Bearing Walls Exterior 0 HR Interior 0 HR Non Bearing Walls Exterior 0 HR Interior 0 HR Floor Construction 0 HR Roof Construction 0 HR • Elevator shaft enclosure - 1 hour fire barrier (3006.4; 713.4) • Elevator Equipment Room - 1 hour fire barrier (3006.4) • Stairs are not required to be enclosed (1009.3, ex. 6) • Penetrations of fire-resistance rated walls by ducts that are not protected with dampers shall comply with Sections 714.2 through 714.3.3. • Penetrations of horizontal assemblies not protected with a shaft as permitted by Section 717.6 and not required to be protected with fire dampers by other sections of this code, shall comply with Sections 714.4 through 714.4.2.2. • Ducts and air transfer openings that are protected with dampers shall comply with Section 717. • Voids between curtain walls and floors are not required to be rated, but are required to be sealed for smoke per Section 715.4.1. REQ'D SEPARATIONS 2014 Indiana Building Code; (2012 International Building Code & Local Amendments) 2014 Indiana Fire Code; (2012 International Fire Code & Local Amendments) 2009 Indiana Electrical Code; (2008 NFPA 70 & Local Amendments) 2014 Indiana Mechnical Code; (2012 International Mechanical Code & Local Amendments) 2012 Indiana Plumbing Code 2014 Indiana Administrative Code (675 IAC 13-2.6) 1. PER 2012 IBC SECTION 703.7: ALL FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES; 2. BE LOCATED WITHIN 15 FEET (4572 MM ) OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (9144 MM) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND 3. INCLUDE LETTERING NOT LESS THAN 3 INCHES (76 MM ) IN HEIGHT WITH A MINIMUM 3/8 INCH (9.5 MM) STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING. “FIRE AND/OR SMOKE BARRIER—PROTECT ALL OPENINGS” OR OTHER WORDING. NOTES 1 3 4 5 6 7 8 9 10 11 13 14 15 A C E B D 2 [198 '-6 "] [2 2 3 '-0 "] <171> (86) (86) 12 RAMP UP RAMP UP RAMP DN BELOW Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 1 : 5 9 : 0 3 A M G101 FIRST FLOOR LIFE SAFETY PLAN 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/16" = 1'-0" G101 1 FIRST FLOOR LIFE SAFETY PLAN N REVISION SCHEDULE NO. DESCRIPTION DATE FEC FEC FE C FEC FEC FEC FEC FEC FEC FEC FEC 1 3 4 5 6 7 8 9 10 11 13 14 15 A C E B D 2 [20 4'-10 "] [2 2 6 '-9 "] <184> (92) (92) 12 RAMP UP RAMP DOWN APPLICABLE BUILDING CODES ALLOWABLE HEIGHT AND AREA OCCUPANCY CLASSIFICATION S-2, Low Hazard, Open Garage CONSTRUCTION TYPE Type II-B SPRINKLER SYSTEM Equipped with a dry Class 1 manual standpipe system in accordance with IBC 905 and NFPA 14. LIFE SAFETY / BUILDING CODE SUMMARY TRAVEL DISTANCE RESTRICTIONS • Dead-end Corridor Limit: 20ft • Common Path of Travel: 100ft Travel Distance to Exits: 300 ft from remote point to exit access or exit 8 Tiers 50,000 sf per Floor 3 Tiers; 38 ft 34,012 sf 1st Floor; 36,795 sf 2nd Floor; 14,190 sf 3rd Floor 84,997 sf Total ACTUAL HEIGHT AND BUILDING AREA TABULAR VALUES: (IBC 406.5.4) MISCELLANEOUS REQUIREMENTS • Two accessible exits required from 2nd floor (1007.1; 1015.1) • Both Stairs can be unenclosed (1009.3, ex. 6) • No area of refuge required (1007.3, ex. 4) • Required stair width = 48" (1007.3; 1009.1) • Elevator lobby not required (713.14.1, ex. 7) • Open standpipe system is required (406.5.8) BUILDING USE This facility is an open air garage and will be used for temporary vehicular storage. FIRE RESISTANCE RATING REQ'TS FOR BUILDING ELEMENTS Structural Frame 0 HR Bearing Walls Exterior 0 HR Interior 0 HR Non Bearing Walls Exterior 0 HR Interior 0 HR Floor Construction 0 HR Roof Construction 0 HR • Elevator shaft enclosure - 1 hour fire barrier (3006.4; 713.4) • Elevator Equipment Room - 1 hour fire barrier (3006.4) • Stairs are not required to be enclosed (1009.3, ex. 6) • Penetrations of fire-resistance rated walls by ducts that are not protected with dampers shall comply with Sections 714.2 through 714.3.3. • Penetrations of horizontal assemblies not protected with a shaft as permitted by Section 717.6 and not required to be protected with fire dampers by other sections of this code, shall comply with Sections 714.4 through 714.4.2.2. • Ducts and air transfer openings that are protected with dampers shall comply with Section 717. • Voids between curtain walls and floors are not required to be rated, but are required to be sealed for smoke per Section 715.4.1. REQ'D SEPARATIONS 2014 Indiana Building Code; (2012 International Building Code & Local Amendments) 2014 Indiana Fire Code; (2012 International Fire Code & Local Amendments) 2009 Indiana Electrical Code; (2008 NFPA 70 & Local Amendments) 2014 Indiana Mechnical Code; (2012 International Mechanical Code & Local Amendments) 2012 Indiana Plumbing Code 2014 Indiana Administrative Code (675 IAC 13-2.6) 1. PER 2012 IBC SECTION 703.7: ALL FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES; 2. BE LOCATED WITHIN 15 FEET (4572 MM ) OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (9144 MM) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND 3. INCLUDE LETTERING NOT LESS THAN 3 INCHES (76 MM ) IN HEIGHT WITH A MINIMUM 3/8 INCH (9.5 MM) STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING. “FIRE AND/OR SMOKE BARRIER—PROTECT ALL OPENINGS” OR OTHER WORDING. NOTES CODE LEGEND EXIT SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHER. VERIFY LOCATIONS AND QUANTITIES W/ APPLICABLE CODES, OWNER AND FIRE MARSHAL. FEC 1 HR FIRE RATED BARRIER TRAVEL DISTANCE [###] <###> OCCUPANT LOAD PER LEVEL (###) OCCUPANT LOAD @ EGRESS COMPONENT Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 1 : 5 9 : 0 4 A M G102 SECOND FLOOR LIFE SAFETY PLAN 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/16" = 1'-0" G102 1 SECOND FLOOR LIFE SAFETY PLAN N REVISION SCHEDULE NO. DESCRIPTION DATE FEC FEC FEC FEC FEC 1 3 4 5 6 7 8 9 10 11 13 14 15 A C E B D 2 [15 2 '-4 "] <71> (71) 12 RAMP DOWN APPLICABLE BUILDING CODES ALLOWABLE HEIGHT AND AREA OCCUPANCY CLASSIFICATION S-2, Low Hazard, Open Garage CONSTRUCTION TYPE Type II-B SPRINKLER SYSTEM Equipped with a dry Class 1 manual standpipe system in accordance with IBC 905 and NFPA 14. LIFE SAFETY / BUILDING CODE SUMMARY TRAVEL DISTANCE RESTRICTIONS • Dead-end Corridor Limit: 20ft • Common Path of Travel: 100ft Travel Distance to Exits: 300 ft from remote point to exit access or exit 8 Tiers 50,000 sf per Floor 3 Tiers; 38 ft 34,012 sf 1st Floor; 36,795 sf 2nd Floor; 14,190 sf 3rd Floor 84,997 sf Total ACTUAL HEIGHT AND BUILDING AREA TABULAR VALUES: (IBC 406.5.4) MISCELLANEOUS REQUIREMENTS • Two accessible exits required from 2nd floor (1007.1; 1015.1) • Both Stairs can be unenclosed (1009.3, ex. 6) • No area of refuge required (1007.3, ex. 4) • Required stair width = 48" (1007.3; 1009.1) • Elevator lobby not required (713.14.1, ex. 7) • Open standpipe system is required (406.5.8) BUILDING USE This facility is an open air garage and will be used for temporary vehicular storage. FIRE RESISTANCE RATING REQ'TS FOR BUILDING ELEMENTS Structural Frame 0 HR Bearing Walls Exterior 0 HR Interior 0 HR Non Bearing Walls Exterior 0 HR Interior 0 HR Floor Construction 0 HR Roof Construction 0 HR • Elevator shaft enclosure - 1 hour fire barrier (3006.4; 713.4) • Elevator Equipment Room - 1 hour fire barrier (3006.4) • Stairs are not required to be enclosed (1009.3, ex. 6) • Penetrations of fire-resistance rated walls by ducts that are not protected with dampers shall comply with Sections 714.2 through 714.3.3. • Penetrations of horizontal assemblies not protected with a shaft as permitted by Section 717.6 and not required to be protected with fire dampers by other sections of this code, shall comply with Sections 714.4 through 714.4.2.2. • Ducts and air transfer openings that are protected with dampers shall comply with Section 717. • Voids between curtain walls and floors are not required to be rated, but are required to be sealed for smoke per Section 715.4.1. REQ'D SEPARATIONS 2014 Indiana Building Code; (2012 International Building Code & Local Amendments) 2014 Indiana Fire Code; (2012 International Fire Code & Local Amendments) 2009 Indiana Electrical Code; (2008 NFPA 70 & Local Amendments) 2014 Indiana Mechnical Code; (2012 International Mechanical Code & Local Amendments) 2012 Indiana Plumbing Code 2014 Indiana Administrative Code (675 IAC 13-2.6) 1. PER 2012 IBC SECTION 703.7: ALL FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES; 2. BE LOCATED WITHIN 15 FEET (4572 MM ) OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (9144 MM) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND 3. INCLUDE LETTERING NOT LESS THAN 3 INCHES (76 MM ) IN HEIGHT WITH A MINIMUM 3/8 INCH (9.5 MM) STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING. “FIRE AND/OR SMOKE BARRIER—PROTECT ALL OPENINGS” OR OTHER WORDING. NOTES CODE LEGEND EXIT SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHER. VERIFY LOCATIONS AND QUANTITIES W/ APPLICABLE CODES, OWNER AND FIRE MARSHAL. FEC 1 HR FIRE RATED BARRIER TRAVEL DISTANCE [###] <###> OCCUPANT LOAD PER LEVEL (###) OCCUPANT LOAD @ EGRESS COMPONENT Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 1 : 5 9 : 0 5 A M G103 THIRD FLOOR LIFE SAFETY PLAN 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/16" = 1'-0" G103 1 THIRD FLOOR LIFE SAFETY PLAN N REVISION SCHEDULE NO. DESCRIPTION DATE 7 2 6 0 S H A D E L A N D S T A T I O N I N D I A N A P O L I S , I N 4 6 2 5 6 - 3 9 5 7 T E L 3 1 7 . 5 4 7 . 5 5 8 0 F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m C O N S T R U C T I O N P L A N S C 0 0 1 G A R R I S O N C I T Y C E N T E R , L L C A D L S / D P D O C K E T # 1 5 1 1 0 0 2 4 PLOT DATE: 2/9/2016 3:16 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C002.GN.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 0 0 2 G E N E R A L N O T E S GENERAL NOTESDEMOLITION NOTESSITE NOTES GRADING NO T E S UTILITY NO T E S E R O S I O N C O N T R O L N O T E S PLOT DATE: 2/9/2016 3:17 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C003.SPEC.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 0 0 3 S P E C I F I C A T I O N S PLOT DATE: 2/9/2016 3:18 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C100.XTP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 1 0 0 E X I S T I N G T O P O G R A P H Y & D E M O L I T I O N P L A N PLOT DATE: 2/9/2016 3:18 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C150.CFLP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 1 5 0 C O N S T R U C T I O N F E N C I N G / L O G I S T I C S P L A N PLOT DATE: 2/9/2016 3:19 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C200.SP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 2 0 0 S I T E P L A N PLOT DATE: 2/9/2016 3:20 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C300.GP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 3 0 0 G R A D I N G P L A N PLOT DATE: 2/9/2016 3:20 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C300.GP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 3 1 0 E M E R G E N C Y R O U T I N G P L A N PLOT DATE: 2/9/2016 3:21 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C400.UP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 4 0 0 U T I L I T Y P L A N PLOT DATE: 2/9/2016 3:44 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C400.UP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 4 0 1 B M P E A S E M E N T L I M I T S PLOT DATE: 2/9/2016 3:22 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C410.STMPP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 4 1 0 S T O R M S E W E R P L A N A N D P R O F I L E S PLOT DATE: 2/9/2016 3:23 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C410.STMPP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 4 1 1 S T O R M S E W E R P L A N A N D P R O F I L E S PLOT DATE: 2/9/2016 3:24 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C500.ECP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 5 0 0 E R O S I O N C O N T R O L P L A N PLOT DATE: 2/9/2016 3:24 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C510.SWPPP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 5 1 0 S T O R M W A T E R P O L L U T I O N P R E V E N T I O N P L A N xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x PLOT DATE: 2/9/2016 3:25 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C520.ECD.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 5 2 0 E R O S I O N C O N T R O L D E T A I L S x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxPLOT DATE: 2/9/2016 3:25 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C520.ECD.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 5 2 1 E R O S I O N C O N T R O L D E T A I L S PLOT DATE: 2/9/2016 3:26 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C600.SD.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 6 0 0 S I T E D E T A I L S S T A N D A R D N O T E : 1 . S y s t e m s h a l l b e d e s i g n e d f o r t h e f o l l o w i n g c a p a c i t i e s : P e a k T r e a t m e n t F l o w : 6 . 3 c f s 6 H G L P H Q W 6 W R U D J H I W ñ O i l / D e b r i s S t o r a g e : 3 9 0 g a l . S e c t i o n A - A A q u a - S w i r l C o n c e n t r a t o r M o d e l A S - 6 C F D S t a n d a r d D e t a i l D a t e : D r a w n B y : D o c u m e n t : S c a l e : 0 3 / 2 2 / 0 7 J T D 1 : 2 0 A S - 6 S T D O c t a g o n a l B a s e P l a t e R e i n f o r c e m e n t V e n t P h o n e ( 8 8 8 ) 3 4 4 - 9 0 4 4 F a x ( 4 2 3 ) 8 2 6 - 2 1 1 2 w w w . a q u a s h i e l d i n c . c o m P l a n V i e w * P l e a s e s e e a c c o m p a n i e d A q u a - S w i r l s p e c i f i c a t i o n n o t e s . * S e e S i t e P l a n f o r a c t u a l s y s t e m o r i e n t a t i o n . P i p e c o u p l i n g b y C o n t r a c t o r . 1 2 " l o n g S t u b - o u t b y M a n u f a c t u r e r . U . S . P a t e n t N o . 6 5 2 4 4 7 3 a n d o t h e r P a t e n t P e n d i n g U n d i s t u r b e d S o i l G r a v e l B a c k f i l l 4 2 " A 1 0 4 " t o 1 1 0 " 6 8 " S w i r l I n l e t / O u t l e t P h o n e ( 8 8 8 ) 3 4 4 - 9 0 4 4 w w w . a q u a s h i e l d i n c . c o m V e n t M a n h o l e F r a m e a n d C o v e r b y M a n u f a c t u r e r . ( S e e D e t a i l s ) V a r i e s G r a d e ( R i m ) 3 2 " O D R i s e r R i m e l e v a t i o n s t o m a t c h f i n i s h e d g r a d e . H D P E r i s e r s c a n b e f i e l d c u t b y C o n t r a c t o r . A A r c h e d B a f f l e s A r c h e d B a f f l e s 9 3 " 9 3 " 3 0 " O D M a x 8 0 3 / 4 " 1 2 " R i s e r C o n c r e t e F r a m e C o v e r S o i l C o n c r e t e G r a v e l B a c k f i l l S o i l M a n h o l e F r a m e & C o v e r D e t a i l F o r N o n - T r a f f i c A r e a s O n l y 1 / 2 " 1 / 2 " N T S 1 / 2 " 4 " B o l l a r d s s h a l l b e p l a c e d a r o u n d a c c e s s r i s e r ( s ) i n n o n - t r a f f i c a r e a s t o p r e v e n t i n a d v e r t e n t l o a d i n g b y m a i n t e n a n c e v e h i c l e s . P l a c e s m a l l a m o u n t o f c o n c r e t e t o s u p p o r t a n d l e v e l m a n h o l e f r a m e . D O N O T a l l o w m a n h o l e f r a m e t o r e s t u p o n H D P E r i s e r . G r a v e l B a c k f i l l R e i n f o r c e d T o p G r a v e l B a c k f i l l s h a l l e x t e n d a t l e a s t 3 . 5 f e e t o u t w a r d f r o m S w i r l C o n c e n t r a t o r a n d f o r t h e f u l l h e i g h t o f t h e S w i r l C o n c e n t r a t o r ( i n c l u d i n g r i s e r ) e x t e n d i n g l a t e r a l l y t o u n d i s t u r b e d s o i l s . ( S e e M H D e t a i l B e l o w ) PLOT DATE: 2/9/2016 3:26 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C600.SD.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 6 0 1 S I T E D E T A I L S CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA.SEE TREE PRESERVATION PLAN FOR FENCE ALIGNMENT.4'-0"MAINTAIN EXIST I N G G R A D E W I T H THE TREE PROT E C T I O N F E N C E UNLESS OTHER W I S E I N D I C A T E D O N THE PLANS.2" X 6' STEEL PO S T S O R A P P R O V E D EQUAL.TREE PROTECTI O N F E N C E : H I G H DENSITY POLYE T H Y L E N E F E N C I N G WITH 3.5" X 1.5" O P E N I N G S ; C O L O R - ORANGE. STEE L P O S T S I N S T A L L E D AT 8' O.C.5" THICK LAYER O F M U L C H . NOTES:1.SEE SPECIFICATIONS FOR A D D I T I O N A L T R E E PROTECTION REQUIREME N T S . 2.IF THERE IS NO EXISTING I R R I G A T I O N , S E E SPECIFICATIONS FOR WA T E R I N G R E Q U I R E M E N T S . 3.NO PRUNING SHALL BE P E R F O R M E D E X C E P T B Y APPROVED ARBORIST.4.NO EQUIPMENT SHALL O P E R A T E I N S I D E T H E PROTECTIVE FENCING IN C L U D I N G D U R I N G F E N C E INSTALLATION AND REMO V A L . 5.SEE SITE PREPARATION P L A N F O R A N Y MODIFICATIONS WITH TH E T R E E P R O T E C T I O N AREA.KEEP OUTTREEPROTECTIONAREA 8.5" X 11" SIGN LAMINATED INPLASTIC SPACED EVERY 50'ALONG THE FENCE.PLOT DATE: 2/9/2016 3:27 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C700.LP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 7 0 0 T R E E P R E S E R V A T I O N P L A N T R E E P R E S E R V A T I O N P L A N 0 1 C 7 0 0 S c a l e : 1 " = 2 0 ' TREE PRESERVATION DETAIL01C700Scale: 1"=20' L A N D S C A P I N G L E G E N D A . T R E E T O B E R E M O V E D , S E E C I V I L P L A N S . B . T R E E T O R E M A I N , P R O T E C T F R O M D A M A G E B Y I N S T A L L I N G P L A S T I C M E S H T R E E P R O T E C T I O N F E N C E P E R T R E E P R O T E C T I O N D E T A I L , T H I S S H E E T . F E N C I N G S H A L L B E H E A V Y - D U T Y O R A N G E P L A S T I C M E S H F E N C I N G F A B R I C 4 8 I N C H E S W I D E . F E N C I N G 6 + $ / / % ( $ 7 7 $ & + ( ' 7 2 0 ( 7 $ / ´ 8 µ 2 5 ´ 7 µ 3 2 6 7 D R I V E N I N T O T H E G R O U N D O F S U F F I C I E N T D E P T H T O H O L D T H E F A B R I C S O L I D L Y I N P L A C E W I T H O U T S A G G I N G . T H E F A B R I C S H A L L B E A T T A C H E D T O T H E P O S T U S I N G A T T A C H M E N T T I E S O F S U F F I C I E N T N U M B E R A N D S T R E N G T H T O H O L D U P T H E F A B R I C W I T H O U T S A G G I N G . 7 + ( 2 : 1 ( 5 · 6 5 ( 3 5 ( 6 ( 1 7 $ 7 , 9 ( 0 $ < 5 ( 4 8 ( 6 7 $ 7 A N Y T I M E , A D D I T I O N A L P O S T , D E E P E R P O S T D E P T H S A N D O R A D D I T I O N A L F A B R I C A T T A C H M E N T S I F T H E F A B R I C B E G I N S T O S A G , L E A N O R O T H E R W I S E N O T P R E S E N T A S U F F I C I E N T B A R R I E R T O A C C E S S . C . T R E E T O R E M A I N . 1 . P R I O R T O A N Y C O N S T R U C T I O N A C T I V I T Y A T T H E S I T E I N C L U D I N G U T I L I T Y W O R K , G R A D I N G , S T O R A G E O F M A T E R I A L S , O R I N S T A L L A T I O N O F T E M P O R A R Y C O N S T R U C T I O N F A C I L I T I E S , I N S T A L L A L L T R E E P R O T E C T I O N F E N C I N G A S S H O W N O N T H E D R A W I N G S . 2 . P R O T E C T T H E T R E E A N D P L A N T P R O T E C T I O N A R E A A T A L L T I M E S F R O M C O M P A C T I O N O F T H E S O I L ; D A M A G E O F A N Y K I N D T O T R U N K S , B A R K , B R A N C H E S , L E A V E S A N D R O O T S O F A L L P L A N T S ; A N D C O N T A M I N A T I O N O F T H E S O I L , B A R K O R L E A V E S W I T H C O N S T R U C T I O N M A T E R I A L S , D E B R I S , S I L T , F U E L S , O I L S , A N D A N Y & + ( 0 , & $ / 6 6 8 % 6 7 $ 1 & ( 1 2 7 , ) < 7 + ( 2 : 1 ( 5 · 6 5 ( 3 5 ( 6 ( 1 7 $ 7 , 9 ( O F A N Y S P I L L S , C O M P A C T I O N O R D A M A G E A N D T A K E C O R R E C T I V E A C T I O N I M M E D I A T E L Y U S I N G M E T H O D S A P P R O V E D B Y T H E 2 : 1 ( 5 · 6 5 ( 3 5 ( 6 ( 1 7 $ 7 , 9 ( 3 . I N T H E E V E N T T H A T C O N S T R U C T I O N A C T I V I T Y I S U N A V O I D A B L E W I T H I N T H E T R E E A N D P L A N T P R O T E C T I O N A R E A , T H E F O L L O W I N G G E N E R A L G U I D E L I N E S S H O U L D B E F O L L O W E D : x I N G E N E R A L , D E M O L I T I O N A N D E X C A V A T I O N W I T H I N T H E D R I P L I N E O F T R E E S A N D S H R U B S S H A L L P R O C E E D W I T H E X T R E M E C A R E E I T H E R B Y T H E U S E O F H A N D T O O L S , D I R E C T I O N A L B O R I N G A N D O R A I R K N I F E E X C A V A T I O N W H E R E I N D I C A T E D O R W I T H O T H E R L O W I M P A C T E Q U I P M E N T T H A T W I L L N O T C A U S E D A M A G E T O T H E T R E E , R O O T S O R S O I L . x W H E N E N C O U N T E R E D , E X P O S E D R O O T S , 1 I N C H E S A N D L A R G E R I N D I A M E T E R S H A L L B E W O R K E D A R O U N D I N A M A N N E R T H A T D O E S N O T B R E A K T H E O U T E R L A Y E R O F T H E R O O T S U R F A C E ( B A R K ) . T H E S E R O O T S S H A L L B E C O V E R E D I N W O O D C H I P S A N D S H A L L B E M A I N T A I N E D A B O V E P E R M A N E N T W I L T P O I N T A T A L L T I M E S . R O O T S O N E I N C H A N D L A R G E R I N D I A M E T E R S H A L L N O T B E C U T W I T H O U T T H E A P P R O V A L O F T H E O W N E R S R E P R E S E N T A T I V E . E X C A V A T I O N S H A L L B E T U N N E L E D U N D E R T H E S E R O O T S W I T H O U T C U T T I N G T H E M . I N T H E A R E A S W H E R E R O O T S A R E E N C O U N T E R E D , W O R K S H A L L B E P E R F O R M E D A N D S C H E D U L E D T O C L O S E E X C A V A T I O N S A S Q U I C K L Y A S P O S S I B L E O V E R E X P O S E D R O O T S . x T R E E B R A N C H E S T H A T I N T E R F E R E W I T H T H E C O N S T R U C T I O N M A Y B E T I E D B A C K O R P R U N E D T O C L E A R O N L Y T O T H E P O I N T N E C E S S A R Y T O C O M P L E T E T H E W O R K . O T H E R B R A N C H E S S H A L L O N L Y B E R E M O V E D W H E N S P E C I F I C A L L Y I N D I C A T E D B Y 7 + ( 2 : 1 ( 5 · 6 5 ( 3 5 ( 6 ( 1 7 $ 7 , 9 ( 7 < , 1 * % $ & . 2 5 7 5 , 0 0 , 1 * 2 ) A L L B R A N C H E S A N D T H E C U T T I N G O F R O O T S S H A L L B E I N A C C O R D A N C E W I T H A C C E P T E D A R B O R I C U L T U R A L P R A C T I C E S ( A N S I A 3 0 0 , P A R T 8 ) A N D B E P E R F O R M E D U N D E R S U P E R V I S I O N O F T H E A R B O R I S T . AS1 T C 3 T C 2 AL2TM13PLOT DATE: 2/9/2016 3:28 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C700.LP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 7 0 1 L A N D S C A P E P L A N L A N D S C A P I N G L E G E N D A . S P A D E E D G E , S E E D E T A I L , S H E E T C 7 0 1 B . E X I S T I N G T R E E T O R E M A I N , S E E S H E E T C 7 0 0 F O R T R E E P R E S E R V A T I O N I N F O R M A T I O N . O R D I N A N C E I N F O R M A T I O N 1.LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILSON SHEET C702- SEE PLANTING DETAILS.2.CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS IN THE FIELDPRIOR TO BEGINNING WORK. CONTRACTOR IS RESPONSIBLEFOR ANY DAMAGE TO UTILITIES ASSOCIATED WITH WORK.UTILITIES SHALL BE REPAIRED TO SATISFACTION OF THE UTILITYOWNER AND/OR OPERATING AUTHORITY AT NO ADDITIONALCOST.3.A MINIMUM OF 4" OF TOPSOIL SHALL BE PLACED ON ALL AREASTO BE SEEDED AND 12" FOR PLANTING BEDS. USE SUITABLETOPSOIL FROM STOCKPILED SITE STRIPPING. TOPSOIL SHALLBE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANYEXTRANEOUS OR DELETERIOUS MATERIALS LARGER THAN 1".REMOVE ANY UNSUITABLE AND EXCESS TOPSOIL, ASDETERMINED BY SOILS ENGINEER, FROM THE SITE. FURNISHANY ADDITIONAL TOPSOIL NEEDED AT NO ADDITIONAL COST.ADDED TOPSOIL SHALL BE INCORPORATED INTO EXISTING SOIL.4.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THEPLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION,CONTACT THE LANDSCAPE ARCHITECT.5.ALL PLANTING BEDS SHALL HAVE A 3" THICK LAYER OFSHREDDED HARDWOOD BARK MULCH. NO UTILITY MULCH ORPROCESSED TREE TRIMMINGS WILL BE ALLOWED. ALLPLANTING BEDS SHALL HAVE PRE-EMERGENT HERBICIDEAPPLIED AS PER MANUFACTURER'S RECOMMENDATION, AFTERINSTALLATION IS COMPLETE.6.FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BEAPPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTINGOPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BEMARKED WITH A WOODEN STAKE INDICATING VARIETY AND SIZEOF TREE.7.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IFPLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTORSHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE INWRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITHPROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'SOPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSOBE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE.8.ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDSFOR NURSERY STOCK, 2004 EDITION, AS SET FORTH BYAMERICAN ASSOCIATION OF NURSERYMEN.9.PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITEWILL BE PLACED WHERE THEY WILL NOT CONFLICT WITHCONSTRUCTION AND AS DIRECTED BY OWNER.10.ANY TREES OR PLANTS DESIGNATED TO REMAIN AND WHICHARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED INKIND BY THE CONTRACTOR AT THEIR OWN EXPENSE. TREESSHALL BE REPLACED WITH A TREE OF SIMILAR SPECIES AND OFEQUAL SIZE OR 6 INCH CALIPER WHICH EVER IS LESS. 1 1 . A L L N E W L A N D S C A P E P L A N T I N G S S H A L L B E G U A R A N T E E D F O R A P E R I O D O F O N E Y E A R F O L L O W I N G F I N A L I N S P E C T I O N B Y L A N D S C A P E A R C H I T E C T . A T E N D O F T H I S P E R I O D , P L A N T M A T E R I A L T E R M E D D E A D O R U N S A T I S F A C T O R Y B Y L A N D S C A P E A R C H I T E C T S H A L L B E R E P L A C E D A T N O A D D I T I O N A L C H A R G E B Y T H E L A N D S C A P E C O N T R A C T O R . 1 2 . A L L D I S T U R B E D L A W N A R E A S S H A L L B E H Y D R O - S E E D E D O R S O D D E D A S S H O W N P E R T H E L A N D S C A P E A N D E R O S I O N C O N T R O L P L A N S . 1 3 . L A W N A N D S O D A R E A S A R E T O B E G R A D E D U N I F O R M L Y W I T H O U T A N Y U N D U L A T I O N S O R I R R E G U L A R I T I E S I N T H E S U R F A C E P R I O R T O A N Y H Y D R O - S E E D O R S O D W O R K . 1 4 . A L L L A W N A N D S O D I S T O B E A B L U E G R A S S B L E N D A S F O L L O W S : H Y D R O - S E E D A N D S O D A R E A S A R E T O H A V E 0 % N O X I O U S W E E D A N D F R E E O F D I S E A S E . T H E F O L L O W I N G B L E N D O F T U R F G R A S S S H A L L B E A S F O L L O W S : x F U L L S U N K E N T U C K Y B L U E G R A S S ( 2 V A R I E T I E S ) : 5 0 % P E R E N N I A L R Y E G R A S S ( 2 V A R I E T I E S ) : 5 0 % x P A R T I A L S H A D E K E N T U C K Y B L U E G R A S S ( 1 V A R I E T I E S ) : 1 0 % P E R E N N I A L R Y E G R A S S ( 1 V A R I E T I E S ) : 3 5 % R E D F E S C U E G R A S S ( 2 V A R I E T I E S ) : 5 5 % 1 4 . P R O T E C T L A W N S E E D E D A R E A S W I T H S T R A W M U L C H . S P R E A D M U L C H U N I F O R M L Y A T A M I N I M U M R A T E O F 2 T O N S P E R A C R E T O F O R M A C O N T I N U O U S B L A N K E T 1 1 2 I N C H E S I N L O O S E T H I C K N E S S O V E R S E E D E D A R E A S . 1 5 . L A Y S O D W I T H I N 2 4 H O U R S O F H A R V E S T I N G . D O N O T L A Y S O D I F D O R M A N T O R I F G R O U N D I S F R O Z E N O R M U D D Y . 1 6 . L A Y S O D T O F O R M A S O L I D M A S S W I T H T I G H T L Y F I T T E D J O I N T S . B U T T E N D S A N D S I D E S O F S O D ; D O N O T S T R E T C H O R O V E R L A P . S T A G G E R S O D S T R I P S O R P A D S T O O F F S E T J O I N T S I N A D J A C E N T C O U R S E S . A V O I D D A M A G E T O S O I L O R S O D D U R I N G I N S T A L L A T I O N . T A M P A N D R O L L L I G H T L Y T O E N S U R E C O N T A C T W I T H S O I L , E L I M I N A T E A I R P O C K E T S , A N D F O R M A S M O O T H S U R F A C E . W O R K S I F T E D S O I L O R F I N E S A N D I N T O M I N O R C R A C K S B E T W E E N P I E C E S O F S O D ; R E M O V E E X C E S S T O A V O I D S M O T H E R I N G S O D A N D A D J A C E N T G R A S S . S I T E P L A N T I N G P L A N 0 1 C 7 0 1 S c a l e : 1 " = 2 0 ' G E N E R A L S I T E I N F O R M A T I O N S I T E Z O N I N G : B 3 M I N I M U M R E Q U I R E M E N T 2 O r n a m e n t a l T r e e s 1 5 S h r u b s 3 S h a d e o r E v e r g r e e n T r e e s 2 O r n a m e n t a l T r e e s 5 E v e r g r e e n T r e e s 4 E x i s t i n g S h a d e T r e e s P R O P O S E D P L A N T I N G S P E R I M E T E R B U F F E R Y A R D T A B L E R E Q U I R E D : B U F F E R Y A R D ' A ' GENERAL PLANTING NOTES:NOTESSPACINGCOND.CALIPERSYMBOLBOTANICAL NAME PLANT MATERIALS SCHEDULEDECIDUOUS TREES:COMMON NAMEAs Shown2.5" Cal.As ShownAs Shown ASAcer rubrum ''Bowhall''Bowhall Sugar Maple ALTCTsuga canadensis MULTI-TRUNK, DENSE BRANCHING, DA R K G R E E N F O L I A G E 2" Cal.Canadian Hemlock8' Ht.QTY125STRAIGHT TRUNK, CENTRAL LEADER, D E N S E B R A N C H I N G , D A R K G R E E N F O L I A G E Amelanchier laevis 'Cumulus'Cumulus Allegheny ServiceberrySTRAIGHT TRUNK, CENTRAL LEADER, D E N S E B R A N C H I N G , D A R K G R E E N F O L I A G E NOTE: CONTRACTOR IS RESPONSIBLE FOR ALL PLANT QUANTITIES AS SHOWN ON PLAN.SHRUBS:36" OCB&BTMDENSE BRANCHING, DARK GREEN FOL I A G E , A L L O W T O M A S S I N T O H E D G E 24-36"13Taxus media 'Hicksii'Hicks Upright Yew B&B B&B B&B M U L C H A S S P E C I F I E D 2 1 V E R T I C A L E D G E 3 " N O T E : S P A D E E D G E S H A L L C R E A T E A C L E A N S E P A R A T I O N B E T W E E N A R E A S ; A N D S H A L L C R E A T E S M O O T H & E V E N L I N E S ( A S I N D I C A T E D O N T H E P L A N S ) N O T E : S P A D E E D G E D E T A I L S H A L L B E U S E D A T A L L L A W N E D G E S & A T E D G E S O F M U L C H E D A R E A S ( F O R C O N T A I N M E N T ) L A W N A R E A P L A N T I N G O R M U L C H E D A R E A E X I S T I N G G R A D E O R G R A D E O F P L A N T I N G A R E A U N D I S T U R B E D S O I L 2 4 " U . N . O . 2 4 " U . N . O . 3 " M U L C H L A Y E R ( A S S P E C I F I E D ) P L A N T I N G S O I L M I X ( A S S P E C I F I E D ) S P A D E E D G E S H R U B ( P E R P L A N ) N O T E : C R O W N B E D 2 - 3 " A B O V E F I N I S H G R A D E . T O P O F R O O T B A L L T O B E A M I N . O F 2 " A B O V E F I N I S H G R A D E . P L A N T I N G P R O C E D U R E 1 . L A Y O U T B E D A N D O U T L I N E W I T H S P A D E E D G E . P L A C E S O I L F R O M S P A D E E D G E W I T H I N B E D . 2 . R O T O T I L L B E D T O A 1 2 " M I N . D E P T H O R A S R E Q U I R E D F O R S P E C I F I E D S H R U B S . R E M O V E E X I S T I N G S O I L A S R E Q U I R E D . S P R E A D 6 " M I N . L A Y E R O F P L A N T I N G S O I L M I X O V E R B E D . R O T O T I L L P L A N T I N G S O I L M I X I N T O T O P O F B E D . 3 . I N S T A L L P L A N T S , M U L C H A N D W A T E R T H O R O U G H L Y . D O N O T A L L O W A I R P O C K E T S T O F O R M W H E N B A C K F I L L I N G . N O T E : B R E A K T H R O U G H A N Y E X I S T I N G " H A R D - P A N " A N D R E M O V E A S N E C E S S A R Y T O P R O V I D E G O O D P E R C O L A T I O N A N D P O S I T I V E D R A I N A G E . B E D W I D T H R O O T B A L L O . C . S P A C I N G B E D W I D T H P L A N S E C T I O N F I N I S H G R A D E S O D ( A S S P E C I F I E D ) C U L T I V A T E D S O I L N E W L A W N A R E A P A V E M E N T ( T Y P . ) N O T E : I N S T A L L S O D S U C H T H A T T O P O F S O I L A N D R O O T L A Y E R I S L E V E L W I T H T O P O F P A V E M E N T A N D F I N I S H G R A D E . F I N I S H G R A D E U N D I S T U R B E D S O I L N O T E : B R E A K T H R O U G H A N D R E M O V E A L L " H A R D P A N " A N D D E B R I S T O A L L O W P E R C O L A T I O N A N D P O S I T I V E D R A I N A G E . PLOT DATE: 2/9/2016 3:28 PMPLOT SCALE: 1:2.5849 EDIT DATE: 2/9/2016 EDITED BY: TCOMSTOCK DRAWING FILE: P:\2015\01372\D. Drawings\Civil\Construction Documents\2015.01372.CE.C700.LP.dwg 7 2 6 0 S h a d e l a n d S t a t i o n | I n d i a n a p o l i s , I n d i a n a 4 6 2 5 6 T E L 3 1 7 . 5 4 7 . 5 5 8 0 | F A X 3 1 7 . 5 4 3 . 0 2 7 0 w w w . s t r u c t u r e p o i n t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y D A T E : P R O J E C T P H A S E : R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S 2 0 1 5 . 0 1 3 7 2 G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 C 7 0 2 L A N D S C A P E D E T A I L S T R E E P L A N T I N G D E T A I L 0 1 C 7 0 2 N O T T O S C A L E S P A D E E D G E D E T A I L 0 3 C 7 0 2 N O T T O S C A L E H E D G E P L A N T I N G D E T A I L 0 2 C 7 0 2 N O T T O S C A L E S O D P L A N T I N G D E T A I L 0 4 C 7 0 2 N O T T O S C A L E H# L# BEAM LEGEND W18X40 C=1" CAMBER BEAM SIZE 20K 20K BEAM REACTION, TYP (8) (8) (4) QUANTITY OF SHEAR STUDS, UNIFORMLY SPACED BETWEEN ADJACENT FRAMING, TYP (COMPOSITE CONSTRUCTION ONLY) NOTES: 1) REACTION VALUE IS ASD (KIPS), UNO. 2) WHERE NO VALUE IS SHOWN, DESIGN CONNECTION FOR A MINIMUM REACTION OF 16 KIPS. 3) POSITIVE CAMBER UPWARDS, NEGATIVE CAMBER DOWNWARDS. CAMBER SHOWN ON CANTILEVERS IS AT END OF CANTILEVER. 4) BEAMS ARE PRIMARY MEMBERS FOR FIREPROOFING UNLESS NOTED AS SECONDARY. 5) "M" IN PLACE OF BEAM SIZE INDICATES W10X12. MOMENT CONNECTION CANT BM, SAME SIZE AND END REACTION AS BACKSPAN, UNO C=1/2" CAMBER MISCELLANEOUS SYMBOLS NORTH ARROW GRIDLINES EARTH SECTION NUMBER SHEET NUMBER 1 S101 1 S101 CALLOUT NUMBER SHEET NUMBER A 1 ELEVATION REFERENCE LIMIT OF EXTENT CONTINUOUS EXTENT GRAVEL Name Elevation HEADER LINTEL SLAB ON GRADE MARK SOG# CONCRETE SYMBOLS REBAR CHANGE OF SLAB ELEVATION SLOPING SLAB CHANGE OF SLAB THICKNESS MECHANICAL COUPLER REBAR SPLICE LIMIT OF MEMBER OR SPAN MARK DIRECTION OF SPAN OPENING SELF-EXPANDING WATERSTOP CONTROL JOINT LOCATION IN CONCRETE WALLS REBAR TERMINATOR INTENTIONALLY ROUGHENED CONSTRUCTION JOINT TO 1/4" AMPLITUDE WELDED WIRE FABRIC PVC WATERSTOP COLUMN CONTINUES COLUMN TERMINATED FORM-SAVER WALL FOOTING OR THICKENED SLAB WF# / TS# F# ISOLATED FOOTING CONNECTORS HEADED STUD CONNECTOR SECTION END/ALT VIEW CAST-IN ANCHOR ROD POST-INSTALLED MECHANICAL ANCHOR BOLT POST INSTALLED ADHESIVE ANCHOR STEEL MEMBERS W-SHAPE BEAM SHAPE SECTION PLAN VIEW ELEVATION CHANNEL ANGLE DOUBLE ANGLE HOLLOW STRUCTURAL SECTION -RECTANGULAR LLV LLH HOLLOW STRUCTURAL SECTION -CIRCULAR (PIPE) OPEN WEB STEEL JOIST STEEL SYMBOLS STEEL DECK STEEL DECK MARK AND SPAN DIRECTION BEAM SPLICE CONNECTION BEAM MOMENT CONNECTION AT COLUMN BEAM SHEAR CONNECTION AT COLUMN BEAM CONTINUOUS OVER COLUMN SLAB ON STEEL DECK SLAB ON STEEL DECK WWF COLUMN STARTS HERE DIAGONAL BRACING BRACING HANGER OR POST HANGER OR POST BELOW FLOOR SLAB-ON-DECK MARK AND SPAN DIRECTION OR D# S# C# COLUMN MARK MASONRY MEMBERS CMU SECTION CMU BOND BEAM SECTION (FULLY GROUTED) CMU LINTEL SECTION (FULLY GROUTED) SINGLE REINFORCEMENT (FULLY GROUT REINFORCED CELLS) DOUBLE REINFORCEMENT (FULLY GROUT REINFORCED CELLS) PLAN PLAN JST JOIST JT JOINT KB KNEE BRACE KIP, K 1,000 POUNDS KO KNOCK-OUT KSI KIPS PER SQUARE INCH L ANGLE OR LENGTH LAB LABRATORY LB POUND LF LINEAL FOOT LIN LINEAL, LINEAR LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONGIT LONGITUDINAL LP LOW POINT LSL LAMINATED STRAND LUMBER LSLT LONG SLOTTED HOLE LTWT LIGHT WEIGHT LVL LAMINATED VENEER LUMBER MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT MC MISCELLANEOUS CHANNEL MECH MECHANICAL MEMB MEMBRANE MEP MECHANICAL/ ELECTRICAL/ PLUMBING MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MULT MULTIPLE N/A NOT APPLICABLE NO NUMBER NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OFD OVERFLOW DRAIN OH OVERHEAD OPNG OPENING OPP OPPOSITE OPPHD OPPOSITE HAND ORIG ORIGINAL OVS OVERSIZED HOLE OWJ PRE-MANUFACTURED OPEN WEB JOIST PC PRECAST CONCRETE PEMB PRE-ENGINEERED METAL BUILDING PERIM PERIMETER PERM PERMANENT PERP PERPENDICULAR PJP PARTIAL JOINT PENETRATION PL PLATE PLF POUNDS PER LINEAL FOOT PLYWD PLYWOOD PREFAB PREFABRICATED PRELIM PRELIMINARY PREP PREPARATION, PREPARE PROJ PROJECTION PS PRESTRESSED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT POST-TENSIONED R RADIUS RD ROOF DRAIN REF REFERENCE REINF REINFORCEMENT, REINFORCE REQD REQUIRED RO ROUGH OPENING RTU ROOFTOP MECHANICAL UNIT S SLOPE SCHED SCHEDULE SECT SECTION SF SQUARE FEET SHT SHEET SIM SIMILAR SOG SLAB-ON-GRADE SPA SPACES, SPACE SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL SSLT SHORT SLOTTED HOLE STD STANDARD STIFF STIFFENER STL STEEL STRUC STRUCTURAL SYM SYMMETRICAL T & B TOP AND BOTTOM T/ TOP OF T/GB TOP OF GRADE BEAM TBS MECHANICAL TENSION BUTT SPLICE TEMP TEMPERATURE THRU THROUGH TJI PREFABRICATED WOOD I-JOIST TRANS TRANSVERSE TYP TYPICAL UL UNDERWRITERS' LABORATORY INC. UNO UNLESS NOTED OTHERWISE UT ULTRA-SONIC TEST VERT VERTICAL W WIDE FLANGE W/ WITH W/O WITHOUT WD WOOD WH WEEP HOLE WP WORK POINT WT WEIGHT, STRUCTURAL T WWF WELDED WIRE FABRIC XS EXTRA STRONG (PIPE) XXS DOUBLE EXTRA STRONG (PIPE) & AND A/E ARCHITECT/ENGINEER ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL ADJ ADJACENT AGGR AGGREGATE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION APPROX APPROXIMATE AR ANCHOR ROD ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY B/ BOTTOM OF BAL BALANCE BD BOARD BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BOT BOTTOM BRG BEARING BRKT BRACKET BTWN BETWEEN BU BUILT UP C STANDARD CHANNEL CANT CANTILEVER CC CENTER TO CENTER CF COLD FORMED CG CENTER OF GRAVITY CIP CAST-IN-PLACE CJ CONTROL JOINT OR CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION CL CENTERLINE CLR CLEARANCE, CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER CTRD CENTERED CU FT CUBIC FEET CU IN CUBIC INCH CYD CUBIC YARD DBA DEFORMED BAR ANCHOR DBL DOUBLE DEG DEGREE DEMO DEMOLITION, DEMOLISH DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIAG DIAGONAL DIAPH DIAPHRAGM DIM DIMENSION DN DOWN DO DITTO DP DEEP DWG DRAWING DWL DOWELS EA EACH EF EACH FACE EJ EXPANSION JOINT EL, ELEV ELEVATION ELEC ELECTRICAL ENCL ENCLOSURE ENGR ENGINEER EOD EDGE OF DECK EOJ EDGE OF JOIST EOS EDGE OF SLAB EQ EQUAL EQPT EQUIPMENT ES EACH SIDE EW EACH WAY EX EXISTING EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FIN FINISH FLG FLANGE FLR FLOOR FS FAR SIDE FT FEET FTG FOOTING FTGD FOOTING DRAIN FV FIELD VERIFY GA GAUGE GALV GALVANIZED GB GRADE BEAM GL GLUED LAMINATED TIMBER (GLULAM) GRND GROUND GT GIRDER TRUSS HAS HEADED ANCHOR STUD HORIZ HORIZONTAL HP HIGH POINT HSS HOLLOW STRUCTURAL SECTION HT HIP TRUSS HVAC HEATING, VENTILATION, AIR CONDITIONING ID INSIDE DIAMETER IF INSIDE FACE IN INCH INCL INCLUDE INFO INFORMATION INSUL INSULATION INT INTERIOR J/BRG JOIST BEARING STRUCTURAL DRAWINGS ABBREVIATIONS SHEET # SHEET NAME S001 ABBREVIATIONS AND SYMBOLS S002 GENERAL NOTES S003 GENERAL NOTES S004 SPECIAL INSPECTION REQUIREMENTS S005 SPECIAL INSPECTION REQUIREMENTS S006 LOAD MAPS S007 AXONOMETRICS S100 FOUNDATION PLAN S101 SLAB ON GRADE PLAN S102 SECOND FLOOR FRAMING PLAN S102.R SECOND FLOOR PT / REINFORCING PLAN S103 THIRD FLOOR FRAMING PLAN S103.R THIRD FLOOR PT/ REINFORCING PLAN S201 ENLARGED PLANS S202 ENLARGED PLANS S203 BUILDING SECTIONS S204 BUILDING ELEVATIONS S301 FOUNDATION SECTIONS, DETAILS, AND SCHEDULES S302 FOUNDATION SECTIONS AND DETAILS S303 FOUNDATION SECTIONS AND DETAILS S304 FOUNDATION SECTIONS AND DETAILS S305 FOUNDATION SECTIONS AND DETAILS S311 CONCRETE COLUMN DETAILS AND SCHEDULES S312 CONCRETE COLUMN SECTIONS AND DETAILS S321 CONCRETE WALL DETAILS AND SCHEDULES S331 POST-TENSIONED CONCRETE BEAM SCHEDULE S332 MILD REINFORCED BEAM SCHEDULE S341 TYPICAL CONCRETE FRAMING DETAILS S342 TYPICAL CONCRETE FRAMING DETAILS S343 TYPICAL CONCRETE FRAMING DETAILS S344 TYPICAL CONCRETE FRAMING DETAILS S351 CONCRETE FRAMING SECTIONS S401 CMU DETAILS AND SCHEDULES S402 CMU SECTIONS AND DETAILS S501 STEEL DETAILS AND SCHEDULES S502 STEEL SECTIONS AND DETAILS STRUCTURAL INDEX 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 0 : 4 2 P M S001 ABBREVIATIONS AND SYMBOLS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 REVISION SCHEDULE NO. DESCRIPTION DATE 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 4 : 1 7 : 1 9 P M S002 GENERAL NOTES 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 GENERAL STRUCTURES INDICATED ON THESE DRAWINGS HAVE BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURES ARE DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE STRUCTURES AND RELATED COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS AND SPECIFICATIONS OF ALL OTHER DISCIPLINES, TRADES, AND DELEGATED DESIGN ELEMENTS. THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DESCREPANCY IS NOTED ON THE DRAWINGS, GENERAL NOTES, OR SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER A WRITTEN REQUEST FOR CLARIFICATION AND SHALL NOT PROCEED WITH THE AFFECTED WORK WITHOUT DOCUMENTED RESOLUTION OF THE DESCREPANCY. ALL COSTS RESULTING FROM THE CONTRACTOR IMPROPERLY PROCEEDING WITH THE AFFECTED WORK PRIOR TO DOCUMENTED RESOLUTION OF THE DESCREPANCY, INCLUDING COST OF REMOVAL AND REPLACEMENT OF NON-CONFORMING WORK, SHALL BE BORNE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CONCRETE MIX DESIGN SUBMITTAL THE CONTRACTOR SHALL SUBMIT FOR THE REVIEW OF THE STRUCTURAL ENGINEER A MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. EACH MIX DESIGN SHALL BE IDENTIFIED BY A MIX NUMBER OR OTHER UNIQUE IDENTIFICATION. THE CONTRACTOR SHALL NOT VARY FROM THE MIX DESIGNS NOR USE ANY CONCRETE OTHER THAN THE APPROVED MIX DESIGNS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. MIX DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING INFORMATION: 1. MIX DESIGN NUMBER OR UNIQUE IDENTIFICATION AND INTENDED LOCATION OF PLACEMENT. 2. CEMENT TYPE, PROPORTION AND NAME OF MANUFACTURER. 3. FLY ASH PROPORTION (WHEN USED), LABORATORY ANALYSIS CERTIFICATION, AND NAME AND LOCATION OF SUPPLIER. 4. COURSE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER. 5. FINE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER. 6. MIXING WATER PROPORTION AND SOURCE. 7. ADMIXTURE DOSAGES, PRODUCT NAME(S) AND MANUFACTURER NAME(S). 8. FIBER REINFORCEMENT DOSAGE (WHEN USED), PRODUCT NAME AND MANUFACTURER NAME. 9. DESIGN 28-DAY COMPRESSIVE STRENGTH (F'C). 10. DESIGN SLUMP RANGE. 11. DESIGN AIR-ENTRAINMENT (FOR CONCRETE REQUIRING ENTRAINED AIR). 12. STATISTICAL ANALYSIS OF LABORATORY STRENGTH TEST DATA IN ACCORDANCE WITH "STANDARD DEVIATION" DETERMINATION OUTLINED IN ACI 318. SHOP DRAWING SUBMITTALS THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED. SUBMIT HARD COPIES OR ELECTRONIC VERSIONS OF SHOP DRAWINGS. FOR HARD COPY OPTION, SUBMIT A MINIMUM OF TWO COPIES OF SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW (ONE COPY SHALL BE RETAINED BY THE STRUCTURAL ENGINEER). FOR ELECTRONIC OPTION, SUBMIT SHOP DRAWINGS IN ADOBE PDF FORMAT. SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS: 1. CONCRETE REINFORCEMENT 2. CONCRETE MASONRY REINFORCEMENT (INCLUDING PLANS AND ELEVATIONS FOR EACH WALL INDICATING ALL CMU REINFORCING REQUIREMENTS, INCLUDING SHEAR WALLS) 3. CONCRETE MASONRY CONTROL JOINT LOCATIONS 4. POST-TENSIONING (INCLUDING DETAILED DESIGN FOR TENDONS AND END ANCHORAGES; CALCULATION OF LOSSES DUE TO CREEP, SHRINKAGE, STRESS RELAXATION, ANCHORAGE SLIP, AND FRICTION; POST-TENSIONING SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED) 5. STRUCTURAL STEEL (INCLUDING CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS) 6. STEEL DECK 7. RAMMED AGGREGATE PIER SYSTEM (INCLUDING DESIGN CALCULATIONS, CONSTRUCTION PLANS, DETAILS AND TESTING REQUIREMENTS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED) 8. STOREFRONT SYSTEM (INCLUDING DESIGN CALCULATIONS AND CONNECTION DETAILS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED) 9. SLAB COORDINATION DRAWINGS SHOWING OPENINGS, EMBEDS, PT ANCHORAGE, ETC 10. STEEL PAN STAIRS (INCLUDING DESIGN CALCULATIONS AND CONNECTION DETAILS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED) 11. ARCHITECTURAL PRECAST CONCRETE COMPONENTS (INCLUDING DESIGN CALCULATIONS, MEMBER LAYOUTS, MEMBER SIZES, MATERIALS AND CONNECTION DETAILS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED) INCLUDING BUT NOT LIMITED TO: a. NON-LOAD BEARING PRECAST WALLS b. NON-LOAD BEARING SPANDREL PANELS PRODUCT DATA SUBMITTALS THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. SUBMIT HARD COPIES OR ELECTRONIC VERSIONS OF PRODUCT DATA. FOR HARD COPY OPTION, SUBMIT A MINIMUM OF TWO COPIES OF PRODUCT DATA TO THE STRUCTURAL ENGINEER FOR REVIEW (ONE COPY SHALL BE RETAINED BY THE STRUCTURAL ENGINEER). FOR ELECTRONIC OPTION, SUBMIT PRODUCT DATA IN ADOBE PDF FORMAT. 1. FIBER REINFORCEMENT FOR CONCRETE 2. CONCRETE CURING COMPOUND 3. CONCRETE JOINT SEALANT 4. WATER STOPS 5. MASONRY JOINT REINFORCEMENT 6. EXPANSION ANCHORS 7. ADHESIVE ANCHORS 8. NON-SHRINK GROUT 9. VAPOR RETARDER 10. POST-TENSIONING PRODUCTS 11. PENETRATING SEALANTS FOUNDATIONS FOUNDATION EXCAVATIONS AND SOIL RELATED WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT NUMBER 170GC00190 PREPARED BY CARDNO ATC DATED SEPTEMBER 18, 2015. FOUNDATIONS SHALL BE SUPPORTED BY RAMMED AGGREGATE PIER SYSTEM. DESIGN NET SOIL PRESSURE BEARING ON RAMMED AGGREGATE PIERS: SPREAD FOOTINGS: 5000 PSF CONTINUOUS WALL FOOTINGS: 5000 PSF FOUNDATIONS AND SOILS RELATED WORK SHALL BE INSPECTED BY A LICENSED GEOTECHNICAL ENGINEER. WRITTEN FIELD REPORTS SHALL BE FORWARDED TO THE STRUCTURAL ENGINEER AS SOON AS THEY BECOME AVAILABLE. FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT, SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. EXCAVATIONS FOR SPREAD FOOTINGS, COMBINED FOOTINGS, CONTINUOUS FOOTINGS AND MAT FOUNDATIONS SHALL BE CLEANED AND HAND TAMPED TO UNIFORM SURFACE AND SHALL BE PROTECTED AND MAINTAINED UNIFORM UNTIL CONCRETE IS PLACED. BELOW-GRADE WALLS DO NOT BACKFILL AGAINST BELOW-GRADE CONCRETE (OR MASONRY) WALLS UNTIL THE CONCRETE (OR MASONRY ASSEMBLAGE) HAS REACHED ITS 28-DAY COMPRESSIVE STRENGTH. WHERE BACKFILL IS REQUIRED ON BOTH SIDES OF BELOW-GRADE WALLS, BACKFILL EVENLY ON EACH SIDE OF EACH WALL TO PREVENT UNBALANCED SOIL LOADS AGAINST THE WALL. PERIMETER INSULATION PERIMETER INSULATION SHOWN ON THE STRUCTURAL DRAWINGS IS FOR GENERAL VISUAL REFERENCE ONLY. SEE THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR EXACT LOCATION, PLACEMENT, THICKNESS AND MATERIAL REQUIREMENTS. CONCRETE REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318) AND COMMENTARY (ACI 318R). MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301). READY-MIXED CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. IN CASE OF A DISCREPANCY, THE PLANS AND SPECIFICATIONS SHALL GOVERN. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, UNO. FLY ASH SHALL CONFORM TO ASTM C618, CLASS C OR F. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33. WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494. AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES. CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING MORE THAN 0.1 PERCENT CHLORIDE IONS SHALL NOT BE USED. IN COLD WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 306R, COLD WEATHER CONCRETING. IN HOT WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 305R, HOT WEATHER CONCRETING. USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. SLUMP FOR PUMPED CONCRETE SHALL BE MEASURED AT POINT OF DISCHARGE. NORMAL WEIGHT CONCRETE SHALL HAVE THE PROPERTIES AS INDICATED IN THE CONCRETE MIX SCHEDULE AND SPECIFICATIONS. RAMMED AGGREGATE PIER SYSTEM SOILS SUPPORTING FOUNDATIONS SHALL BE MODIFIED USING RAMMED AGGREGATE PIERS TO PROVIDE SOIL CHARACTERISTICS AS FOLLOWS: ALLOWABLE BEARING CAPACITY: 5,000 PSF ESTIMATED TOTAL LONG-TERM SETTLEMENT: 1.5 INCH MAX ESTIMATED DIFFERENTIAL SETTLEMENT: 1.0 INCH MAX THE RAMMED AGGREGATE PIERS SHALL BE CONSTRUCTED BY AUGERING A 2-FT TO 3-FT DIAMETER CAVITY TO THE DESIGN DEPTH AND RAMMING THIN LIFTS OF AGGREGATE USING THE SPECIALLY DESIGNED TAMPER HEAD AND HIGH-ENERGY IMPACT DENSIFICATION EQUIPMENT TO CREATE THE COMPACTED AGGREGATE PIERS. THE GENERAL CONTRACTOR SHALL COORDINATE ALL FOUNDATION AND SLAB BEARING ELEVATIONS AND SITE GRADING REQUIREMENTS WITH THE RAMMED AGGREGATE PIER INSTALLER PRIOR TO COMMENCEMENT OF RAMMED AGGREGATE PIER INSTALLATION. THE AS-BUILT CENTER OF EACH PIER SHALL BE WITHIN SIX INCHES OF THE LOCATIONS INDICATED ON THE REVIEWED SHOP DRAWINGS. THE TOP OF EACH PIER SHALL BE NOT MORE THAN 1 INCH ABOVE AND NOT MORE THAN 3 INCHES BELOW THE DESIGN BEARING ELEVATION. PIERS INSTALLED OUTSIDE OF THESE TOLERANCES AND DEEMED NOT ACCEPTABLE BY THE STRUCTURAL ENGINEER SHALL BE REBUILT AT NO ADDITIONAL EXPENSE TO THE OWNER. RAMMED AGGREGATE PIERS INSTALLED BEYOND THE MAXIMUM ALLOWABLE TOLERANCES SHALL BE ABANDONED AND REPLACED WITH NEW PIERS, UNLESS THE ENGINEER APPROVES OTHER REMEDIAL MEASURES. THE GENERAL CONTRACTOR SHALL ENGAGE AN INDEPENDENT TESTING AGENCY TO CONTINUOUSLY MONITOR THE INSTALLATION AND REQUIRED TESTING OF ALL RAMMED AGGREGATE PIERS. THE RAMMED AGGREGATE PIER INSTALLER SHALL PROVIDE ON A DAILY BASIS COMPLETE AND ACCURATE RECORDS OF ALL AGGREGATE PIER INSTALLATIONS TO THE GENERAL CONTRACTOR. THE RECORDS SHALL INDICATE THE PIER LOCATION, LENGTH, VOLUME OF AGGREGATE USED OR NUMBER OF LIFTS, DENSIFICATION FORCES DURING INSTALLATION, AND FINAL ELEVATIONS OR DEPTHS OF THE BASE AND TOP OF PIERS. THE RECORD SHALL ALSO INDICATE THE TYPE AND SIZE OF THE INSTALLATION EQUIPMENT USED, AND THE TYPE OF AGGREGATE USED. THE INSTALLER SHALL IMMEDIATELY REPORT ANY UNUSUAL CONDITIONS ENCOUNTERED DURING INSTALLATION TO THE GENERAL CONTRACTOR, TO THE STRUCTURAL ENGINEER AND TO THE TESTING AGENCY. THE GENERAL CONTRACTOR SHALL COORDINATE ALL EXCAVATIONS MADE SUBSEQUENT TO RAMMED AGGREGATE PIER INSTALLATIONS SO THAT EXCAVATIONS DO NOT ENCROACH ON THE PIERS. PROTECTION OF COMPLETED AGGREGATE PIER ELEMENTS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. IN THE EVENT THAT UTILITY EXCAVATIONS ARE REQUIRED IN CLOSE PROXIMITY TO THE INSTALLED RAMMED AGGREGATE PIERS, THE GENERAL CONTRACTOR SHALL CONTACT THE RAMMED AGGREGATE PIER DESIGNER IMMEDIATELY TO DEVELOP CONSTRUCTION SOLUTIONS TO MINIMIZE IMPACTS ON THE INSTALLED PIERS. WELDABLE REINFORCING STEEL REINFORCING STEEL WHICH IS TO BE WELDED SHALL CONFORM TO ASTM A706. WELDING OF REINFORCING STEEL, WHEN APPROVED BY THE STRUCTURAL ENGINEER, SHALL CONFORM TO THE LATEST EDITION OF AMERICAN WELDING SOCIETY STANDARD D1.4. ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCING STEEL SHALL CONFORM TO ASTM A233, CLASS E90XX. EPOXY-COATED REINFORCING STEEL EPOXY COATED REINFORCING STEEL SHALL CONFORM TO ASTM A775 AND SHALL BE USED ONLY WHERE SHOWN OR NOTED ON THE DRAWINGS. WELDED WIRE FABRIC WELDED WIRE FABRIC SHALL BE SMOOTH WIRE FABRIC CONFORMING TO ASTM A1064. FABRIC SHALL BE SUPPLIED IN FLAT SHEETS AND LAPPED A MINIMUM OF ONE SPACE PLUS 2 INCHES. WELDED WIRE FABRIC SHALL BE PLACED AS FOLLOWS, UNLESS NOTED OTHERWISE: SLABS ON METAL DECK: 3/4 INCH DOWN FROM TOP OF SLAB. FIBER REINFORCEMENT (SYNTHETIC) MICRO-FIBER REINFORCEMENT SHALL BE VIRGIN (NON-RECYCLED) NYLON OR POLYPROPYLENE FIBERS COMPLYING WITH ASTM C1116, WITH LONGEST FIBERS NOT LESS THAN 0.75 INCHES. FIBERS SHALL BE INTRODUCED INTO CONCRETE MIX AT THE BATCH PLANT AND MIXED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DOSAGE RATES SHALL BE AS INDICATED IN THE CONTRACT DOCUMENTS. USE ONLY THE FIBER TYPE INDICATED FOR EACH APPLICATION. SUBSTITUTION OF FIBER TYPES IS NOT PERMITTED. CONCRETE TESTING MAKE ONE SET OF TEST CYLINDERS IN ACCORDANCE WITH ASTM C31 FOR EACH DAY'S POUR AND FOR EACH 100 CUBIC YARDS. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7 DAYS, 2 SPECIMENS TESTED AT 28 DAYS AND ONE SPECIMEN RETAINED IN RESERVE TO BE TESTED AT THE DIRECTION OF THE STRUCTURAL ENGINEER. SPARE CYLINDER MAY BE DISCARDED 90 DAYS AFTER CASTING UNLESS DIRECTED OTHERWISE BY THE STRUCTURAL ENGINEER. THIS SET OF TEST CYLINDERS SHALL BE PROTECTED AGAINST FREEZING. WHEN THE AMBIENT TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES DURING THE COURSE OF A CONCRETE POUR OR SUBSEQUENT CURING PROCESS, AN ADDITIONAL SET OF CONCRETE TEST CYLINDERS SHALL BE MADE AND TESTED. THESE CYLINDERS SHALL BE STORED IMMEDIATELY ADJACENT TO, AND CURED UNDER THE SAME CONDITIONS AS THE BUILDING CONCRETE. SPECIAL CURING BOXES ARE NOT PERMITTED FOR THESE TEST CYLINDERS. FORWARD COPIES OF TEST RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, READY-MIX SUPPLIER AND CONTRACTOR WITHIN 24 HOURS AFTER TESTING. CONCRETE UNIT MASONRY CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530). CONCRETE MASONRY SHALL CONSIST OF HOLLOW UNITS CONFORMING TO THE REQUIREMENTS OF ASTM C90, WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. CONCRETE MASONRY ASSEMBLAGES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'M) OF 1,500 PSI AT 28 DAYS. MORTAR SHALL BE TYPE S PROPORTIONED IN ACCORDANCE WITH ASTM C270. GROUT FOR REINFORCED MASONRY SHALL BE PROPORTIONED IN ACCORDANCE WITH ASTM C476. COARSE AND FINE AGGREGATES SHALL CONFORM TO ASTM C404. USE COARSE GROUT FOR ALL GROUTING EXCEPT HIGH-LIFT POURS DEFINED BY ACI 530-05 TABLE 1.16.1, WHERE FINE GROUT SHALL BE USED. PROVIDE 9-GAUGE GALVANIZED STEEL WIRE JOINT REINFORCEMENT IN ALL MASONRY CONSTRUCTION. REINFORCEMENT SHALL BE CONTINUOUS AND BE LAPPED EIGHT INCHES AT SPLICES. CUT REINFORCEMENT AT ALL CONTROL AND EXPANSION JOINTS. SPACE REINFORCEMENT AT 8" ON CENTER FOR PARAPETS AND BELOW GROUND FLOOR ELEVATION. ELSEWHERE SPACE REINFORCEMENT AT 16 INCHES ON CENTER. BEAMS AND LINTELS SHALL BEAR A MINIMUM OF 8 INCHES ONTO SUPPORTING MASONRY, UNLESS NOTED OTHERWISE. BEARING FOR ALL BEAMS, LINTELS, JOISTS, ETC. SHALL BE GROUTED SOLID A MINIMUM OF ONE COURSE (8 INCHES) BELOW BEARING ELEVATION, UNLESS NOTED OTHERWISE. PROVIDE MASONRY CONTROL JOINTS AT 30'-0" OC MAXIMUM, UNO. LOCATE JOINTS IN ACCORDANCE WITH NCMA TEK 10-2C "CONTROL JOINTS FOR CONCRETE MASONRY WALLS - EMPIRICAL METHOD" AT OFFSETS, SETBACKS, WALL INTERSECTIONS, CORNERS, CHANGES IN THICKNESS, CHANGES IN HEIGHT, OR EDGE OF OPENINGS. SHORING/RE-SHORING THE SHORING AND/OR RE-SHORING DESIGN FOR CONCRETE FRAME SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY SHORING FOR SLABS, BEAMS, AND GIRDERS SHALL BE ADEQUATE TO CARRY THE TOTAL WEIGHT OF THE SLAB-BEAM-GIRDER SYSTEM AND ANY TEMPORARY CONSTRUCTION LOADS TO BE IMPOSED ON THE STRUCTURAL SYSTEM. SHORING FOR A LEVEL SHALL NOT BE REMOVED UNTIL THE CONCRETE AT THAT LEVEL HAS ATTAINED THE SPECIFIED COMPRESSIVE STRENGTH (F'C). REMOVAL OF SHORING AND/OR RESHORING SHALL NOT CAUSE OVERSTRESSING OF ANY STRUCTURAL ELEMENTS. CONCRETE SLABS ON METAL DECK UNLESS INDICATED OTHERWISE ON THE DRAWINGS, CONCRETE SLABS ON METAL DECK SHALL BE PLACED AS REQUIRED TO MAINTAIN A CONSTANT SLAB THICKNESS. CONTRACTOR SHALL ALLOW FOR THE DEFLECTION OF THE FLOOR ASSEMBLY DUE TO THE WET WEIGHT OF THE CONCRETE WHEN CALCULATING CONCRETE QUANTITIES AND SHALL INCLUDE THE COST OF ALL REQUIRED SLAB-ON-DECK CONCRETE IN THE BID PRICE. PRIOR TO PLACEMENT OF CONCRETE SLABS ON METAL DECK, THE CONTRACTOR SHALL CAREFULLY REVIEW THE ELEVATIONS OF THE STRUCTURAL STEEL FRAMING, INCLUDING CAMBERED MEMBERS, FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES (SUCH AS IMPROPER CAMBER, IMPROPER STEEL ELEVATIONS, ETC.) IMMEDIATELY AND SHALL NOT BEGIN CONCRETE PLACEMENT WITHOUT PRIOR REVIEW BY THE STRUCTURAL ENGINEER. ACTUAL CONCRETE SLAB THICKNESS SHALL NOT BE LESS THAN THE INDICATED NOMINAL THICKNESS AT ANY LOCATION. IF ANY CONDITION IS DISCOVERED THAT WOULD PREVENT PLACEMENT OF CONCRETE TO THE NOMINAL THICKNESS; CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY AND SHALL NOT PROCEED WITH CONCRETE PLACEMENT WITHOUT PRIOR REVIEW BY THE STRUCTURAL ENGINEER. PROVIDE SLABS ON METAL DECK WITH A BROOM OR SWIRL FINISH UNLESS NOTED OTHERWISE. CONTRACTOR SHALL REVIEW ALL REQUIRED FLOOR FINISH MATERIAL REQUIREMENTS PRIOR TO PLACEMENT OF CONCRETE AND SHALL PROVIDE FLOOR SLAB FLATNESS MEETING THE FINISH MATERIAL SUPPLIER’S WRITTEN REQUIREMENTS. FLATNESS SHALL BE THE MORE STRINGENT OF THE FINISH MATERIAL REQUIREMENTS AND THE FOLLOWING : ALL SLABS, UNO: OVERALL VALUES: FF=25 LOCAL VALUES: FF=20 CONTRACTOR SHALL PROVIDE ALL NECESSARY REPAIR, GRINDING AND/OR LEVELING OF THE CONCRETE SLAB TO ACCOMMODATE ALL FLOOR FINISHES PRIOR TO INSTALLATION OF THE FINISH MATERIALS WITH NO ADDITIONAL COST TO THE PROJECT. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE. PROVIDE CURING OF CONCRETE SLABS ON METAL DECK AS REQUIRED TO ACCOMMODATE FLOOR FINISHES AND FINISH MATERIALS PER THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. REVIEW ALL FLOOR FINISH REQUIREMENTS PRIOR TO PLACEMENT OF CONCRETE SLABS AND COORDINATE SLAB MIX, PLACEMENT AND CURING TO COMPLY WITH FINISH FLOORING MATERIAL MANUFACTURER’S REQUIREMENTS. CURING PROCEDURES SHALL COMPLY WITH ACI 302.1R AND USE OF CURING MATERIALS SHALL BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER’S REQUIREMENTS. MOISTURE RETENTION COVERS, IF USED, SHALL BE APPLIED FLAT AND SMOOTH TO RESULT IN A UNIFORM APPEARANCE AND MINIMIZE SURFACE MARKINGS AND BLEMISHES. UNLESS NOTED OTHERWISE, OR UNLESS MORE STRINGENT REQUIREMENTS APPLY, WET CURE SLABS ON METAL DECK OR UTILIZE AN ASTM C1315, TYPE 1, CLASS A, WATERBORNE, MEMBRANE-FORMING CURING AND SEALING COMPOUND. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 AND SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS: ACI 301, ACI 315, ACI 318, ACI DETAILING MANUAL (SP66), AND CRSI MANUAL OF STANDARD PRACTICE. THE CONTRACTOR SHALL PROVIDE BAR SUPPORTS AND SPACERS AS REQUIRED TO MAINTAIN PROPER SUPPORT AND POSITIONING OF THE REINFORCING STEEL THROUGHOUT CONCRETE PLACEMENT OPERATIONS. DESIGN OF THE SUPPORT SYSTEM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. UNLESS A GREATER AMOUNT OF COVER IS INDICATED ON THE DRAWINGS, PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS: CONCRETE CAST AGAINST EARTH: 3 INCHES FOUNDATION TOP REINFORCEMENT: 2 INCHES FOUNDATION BOTTOM AND SIDE REINFORCEMENT: 3 INCHES WALL REINFORCEMENT - #5 AND SMALLER: 1-1/2 INCHES WALL REINFORCEMENT - #6 AND LARGER: 2 INCHES ELEVATED SLAB TOP REINFORCEMENT: 2 INCHES ELEVATED SLAB BOTTOM REINFORCEMENT: 1 INCH BEAM TOP REINFORCEMENT: 2-1/2 INCHES BEAM BOTTOM REINFORCEMENT: 2 INCHES BEAM STIRRUPS AT TOP: 2 INCHES COLUMN LONGITUDINAL REINFORCEMENT: 2 INCHES COLUMN TIES: 1-1/2 INCHES REINFORCING STEEL SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL ENGINEER. WHERE LAP SPLICE LENGTHS ARE NOT SHOWN OR NOTED, PROVIDE A CLASS "B" LAP. ALL 90 DEGREE AND 180 DEGREE BENDS SHOWN ON THE DRAWINGS SHALL BE STANDARD HOOKS, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS AT CORNERS OF ALL WALLS AND GRADE BEAMS. LAP SPLICE CORNERS BARS WITH STRAIGHT BARS. UNLESS OTHERWISE SHOWN OR NOTED, PROVIDE 2-#5 BARS (ONE EACH FACE) AROUND UNFRAMED OPENINGS IN CONCRETE WALLS AND GRADE BEAMS. PLACE BARS PARALLEL TO THE SIDES OF THE OPENING AND EXTEND 24" BEYOND CORNERS. CONCRETE SLABS ON GRADE SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION (ACI 302.1R). PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL THE CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE. PROVIDE CURING OF CONCRETE SLABS ON GRADE AS REQUIRED TO ACCOMMODATE FLOOR FINISHES AND FINISH MATERIALS PER THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. REVIEW ALL FLOOR FINISH REQUIREMENTS PRIOR TO PLACEMENT OF CONCRETE SLABS AND COORDINATE SLAB MIX, PLACEMENT AND CURING TO COMPLY WITH FINISH FLOORING MATERIAL MANUFACTURER’S REQUIREMENTS. CURING PROCEDURES SHALL COMPLY WITH ACI 302.1R AND USE OF CURING MATERIALS SHALL BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER’S REQUIREMENTS. MOISTURE RETENTION COVERS, IF USED, SHALL BE APPLIED FLAT AND SMOOTH TO RESULT IN A UNIFORM APPEARANCE AND MINIMIZE SURFACE MARKINGS AND BLEMISHES. UNLESS NOTED OTHERWISE, OR UNLESS MORE STRINGENT REQUIREMENTS APPLY, WET CURE SLABS ON GRADE OR UTILIZE AN ASTM C1315, TYPE 1, CLASS A, WATERBORNE, MEMBRANE-FORMING CURING AND SEALING COMPOUND. PROVIDE SLABS ON GRADE WITH A BROOM OR SWIRL FINISH UNLESS NOTED OTHERWISE. CONTRACTOR SHALL REVIEW ALL REQUIRED FLOOR FINISH MATERIAL REQUIREMENTS PRIOR TO PLACEMENT OF CONCRETE AND SHALL PROVIDE FLOOR SLAB FLATNESS AND LEVELNESS MEETING THE FINISH MATERIAL SUPPLIER’S WRITTEN REQUIREMENTS. FLATNESS AND LEVELNESS SHALL BE THE MORE STRINGENT OF THE FINISH MATERIAL REQUIREMENTS AND THE FOLLOWING : ALL LOBBY SLABS, UNO: OVERALL VALUES: FF=25 FL=20 LOCAL VALUES: FF=20 FL=15 CONTRACTOR SHALL PROVIDE ALL NECESSARY REPAIR, GRINDING AND/OR LEVELING OF THE CONCRETE SLAB TO ACCOMMODATE ALL FLOOR FINISHES PRIOR TO INSTALLATION OF THE FINISH MATERIALS WITH NO ADDITIONAL COST TO THE PROJECT. THE MINIMUM LOCAL AREA SHALL BE ANY BAY DEFINED BY COLUMN LINES. UNLESS SHOWN OR NOTED OTHERWISE, PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS-ON-GRADE AT A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS. PROVIDE JOINTS AT ALL COLUMN LOCATIONS. LOCATE JOINTS TO ELIMINATE RE-ENTRANT CORNERS AND TO CREATE SQUARE OR RECTANGULAR SECTIONS WITH MAXIMUM LONG SIDE TO SHORT SIDE RATIO OF 1.5 TO 1. CONTROL JOINTS IN SLABS ON GRADE SHALL NOT RECEIVE JOINT FILLER MATERIAL UNLESS NOTED OTHERWISE. PENETRATIONS AND EMBEDDED ITEMS CONTRACTOR SHALL COORDINATE WITH ALL AFFECTED TRADES THE REQUIRED SIZES, TYPES, AND LOCATIONS OF ALL EMBEDDED ITEMS IN, AND ALL PENETRATIONS THROUGH, STRUCTURAL ELEMENTS PRIOR TO CONSTRUCTION. NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS, SHALL BE MADE WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. NO ITEMS (INCLUDING, BUT NOT LIMITED TO, CONDUIT, PIPING, ETC.), OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS, SHALL BE EMBEDDED IN STRUCTURAL ELEMENTS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. POST-TENSIONED CONCRETE (GENERAL) ALL POST-TENSIONED CONCRETE SHALL ATTAIN 75% OF COMPRESSIVE STRENGTH (BUT NOT LESS THAN 3,000PSI) AT THE TIME OF INITIAL STRESSING. PROVIDE EXTRA TEST CYLINDERS TO SUBSTANTIATE CONCRETE STRENGTH PRIOR TO POST- TENSIONING. AT CONTRACTOR'S OPTION MATURITY METERS MAY BE ALLOWED WITH APPROPRIATE VERIFIED TESTING. SUBMIT PRODUCT DOCUMENTATION FOR REVIEW PRIOR TO CONSTRUCTION. POST-TENSIONING REINFORCING SHALL BE 1/2 INCH DIAMETER, UNBONDED MONOSTRAND SYSTEM, LOW RELAXATION, 270 KSI HIGH-TENSILE WIRE STRAND CONFORMING TO ASTM A416. PTI GUIDELINES SHALL BE FOLLOWED IN ALL CASES. TENDONS THAT DO NOT SPAN THE ENTIRE LENGTH OF THE SLAB MUST BE ANCHORED AT SLAB MID-DEPTH AND SHALL NOT BE STRESSED THROUGH THE TOP OF THE SLAB. ENCASE POST-TENSIONING TENDONS IN WATERPROOF POLYETHYLENE PLASTIC SHEATHING OF 25 MILS MINIMUM THICKNESS. PROVIDE SUFFICIENT STRENGTH TO PREVENT UNREPAIRABLE DAMAGE DURING FABRICATION, TRANSPORTATION, INSTALLATION, PLACEMENT, AND TENSIONING. REPAIR ANY DAMAGED SHEATHING SECTION PER THE POST-TENSIONING INSTITUTE (PTI) RECOMMENDATIONS. PROVIDE ENCAPSULATED TENDONS AT LOCATIONS EXPOSED TO THE ELEMENTS/WATER (PARKING STRUCTURES, BALCONIES, ETC.). POST-TENSION FORCES SHOWN ON PLANS AND SCHEDULES ARE EFFECTIVE FORCES. WHERE NUMBERS OF TENDONS ARE SHOWN THEY ARE BASED ON A FINAL EFFECTIVE PRESTRESS FORCE OF 26.8 KIPS PER TENDON. THE POST-TENSIONING SUPPLIER SHALL DETERMINE THE NUMBER OF TENDONS BASED ON THESE EFFECTIVE FORCES, PROVIDING ADDITIONAL TENDONS IF REQUIRED DUE TO PRESTRESS LOSSES. INSTALL TENDONS WITH A PARABOLIC DRAPE. HOLD SLAB MAIN TENDONS IN THEIR DESIGNED POSITIONS AS SHOWN IN THE DRAWINGS WITH CHAIRS, SUPPORT BARS, AND SLAB BOLSTERS. MAINTAIN TENDON VERTICAL POSITION WITHIN 1/8 INCH. PLACE CONCRETE ONLY AFTER THE POST-TENSIONING TENDONS AND REINFORCEMENT HAVE BEEN INSPECTED AND APPROVED. CONTINUOUS INSPECTION AND RECORDING OF ELONGATION IS REQUIRED DURING ALL STRESSING OPERATIONS. DO NOT CUT TENDON ENDS UNTIL THE ENTIRE SLAB HAS BEEN SATISFACTORILY STRESSED AND THE ENGINEER OF RECORD HAS REVIEWED. THE POST-TENSIONED SLABS ARE DESIGNED BASED ON TENDONS BEING CONTINUOUS BETWEEN EDGES OF SLABS AS SHOWN ON THE DRAWINGS. SUBMIT ANY ADDITIONAL INTERMEDIATE STRESSING JOINTS REQUIRED BY THE CONTRACTOR TO THE STRUCTURAL ENGINEER OF RECORD BEFORE STARTING CONSTRUCTION. THESE LOCATIONS MAY REQUIRE ADDITTIONAL REINFORCING. LOCATE CONSTRUCTION JOINTS IN POST-TENSIONED SLABS AT THE QUARTER POINTS OF THE SLAB SPAN WHERE THE STRANDS ARE AT MID-DEPTH FOR PROPER ANCHORAGE. POST-TENSIONED ONE-WAY SYSTEMS (PARKING STRUCTURES) ALL POST-TENSIONED CONCRETE NOTES APPLY TO THIS SECTION. STRESS TENDONS IN THE FOLLOWING ORDER: ONE-WAY SYSTEM 1. STRESS 50% OF SLAB TENDONS 2. STRESS 100% OF SLAB TEMPERATURE TENDONS 3. STRESS 50% OF BEAM TENDONS 4. STRESS 50% OF GIRDER TENDONS / WHERE APPLICABLE / 5. STRESS REMAINING SLAB TENDONS 6. STRESS REMAINING BEAM TENDONS 7. STRESS REMAINING OF GIRDER TENDONS / WHERE APPLICABLE / DO NOT USE TEMPERATURE TENDONS OR MILD REINFORCING FOR SUPPORT OF TENDONS. ALL INSERTS, SLEEVES, AND OPENINGS SHALL BE CAST-IN-PLACE. DRILLED AND POWER- DRIVEN FASTENERS ARE PROHIBITED EXCEPT FOR AS SHOWN THE “ONE-WAY PT SYSTEM POST-INSTALLED ANCHOR DETAIL.” NO REINFORCING OR POST-TENSIONING TENDONS SHALL BE DAMAGED BY ANY ANCHOR OR FASTENER. EXPANSION ANCHORS EXPANSION ANCHORS SHALL BE HILTI “KWIK BOLT TZ” OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNO. ANCHOR FINISH SHALL BE CARBON STEEL FOR INTERIOR EXPOSURES AND AISI 316 STAINLESS STEEL FOR EXTERIOR AND BELOW GRADE EXPOSURES, UNO. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS BY INSTALLERS TRAINED BY THE MANUFACTURER’S REPRESENTATIVE. ANCHORS SHALL NOT BE INSTALLED IN CONCRETE OR MASONRY UNTIL IT HAS ATTAINED ITS SPECIFIED MINIMUM 28 DAY COMPRESSIVE STRENGTH. ADHESIVE ANCHORS FOR SOLID SUBSTRATES ADHESIVE ANCHORS FOR SOLID SUBSTRATES SHALL BE HILTI "HIT-HY 200" OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNO. ANCHORS SHALL BE ASTM A36 THREADED RODS FOR INTERIOR EXPOSURES AND AISI 316 STAINLESS STEEL FOR EXTERIOR AND BELOW GRADE EXPOSURES, UNO. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS BY INSTALLERS TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. ADHESIVE ANCHORS SHALL NOT BE INSTALLED IN CONCRETE OR MASONRY UNTIL IT HAS ATTAINED ITS SPECIFIED MINIMUM 28 DAY COMPRESSIVE STRENGTH. MINIMUM EMBEDMENT DEPTH SHALL BE 8 BOLT DIAMETERS UNLESS NOTED OTHERWISE. ADHESIVE ANCHORS FOR HOLLOW SUBSTRATES ADHESIVE ANCHORS FOR HOLLOW SUBSTRATES SHALL BE HILTI "HIT-HY 70" WITH HILTI “HIT-SC” SCREEN TUBE OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNO. ANCHORS SHALL BE ASTM A36 THREADED RODS FOR INTERIOR EXPOSURES AND AISI 316 STAINLESS STEEL FOR EXTERIOR AND BELOW GRADE EXPOSURES, UNO. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS BY INSTALLERS TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. NON-SHRINK GROUT GROUT SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT (WHEN TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C827 OR CRD-C621), PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS AND FLUIDITY IMPROVING COMPOUNDS. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'C) OF 5,000 PSI IN 28 DAYS. REVISION SCHEDULE NO. DESCRIPTION DATE NON-COATED REINFORCING BAR DEVELOPMENT AND SPLICE LENGTHS f 'c = 4000 PSI BAR SIZE Ld Ldt Lt Ltt 15 20 20 26 #3 19 25 25 33 #4 24 32 32 41 #5 29 38 38 50 #6 42 55 55 71 #7 48 63 63 82 #8 54 71 71 92 #9 60 78 78 102 #10 66 86 86 112 #11 f 'c = 5000 PSI BAR SIZE Ld Ldt Lt Ltt 13 17 17 22 #3 17 23 23 29 #4 22 29 29 38 #5 26 34 34 44 #6 38 50 50 65 #7 43 56 56 73 #8 48 63 63 82 #9 54 71 71 92 #10 59 77 77 100 #11 f 'c = 6000 PSI BAR SIZE Ld Ldt Lt Ltt 12 16 16 21 #3 16 21 21 28 #4 20 26 26 34 #5 24 32 32 41 #6 34 45 45 58 #7 39 51 51 66 #8 44 58 58 75 #9 49 64 64 83 #10 54 71 71 92 #11 ALL CONCRETE STRENGTHS BAR SIZE Lb Lc Lcs 9 12 12 #3 11 13 12 #4 14 16 15 #5 17 19 17 #6 20 22 20 #7 22 25 23 #8 25 29 26 #9 28 32 29 #10 31 35 31 #11 EPOXY COATED REINFORCING BAR DEVELOPMENT AND SPLICE LENGTHS f 'c = 4000 PSI BAR SIZE Ld Ldt Lt Ltt 22 29 38 #3 29 38 50 #4 36 47 61 #5 43 56 73 #6 63 82 107 #7 72 94 122 #8 81 106 137 #9 89 116 151 #10 98 128 166 #11 f 'c = 5000 PSI BAR SIZE Ld Ldt Lt Ltt 20 26 34 #3 26 34 44 #4 32 42 55 #5 39 51 66 #6 56 73 95 #7 64 84 109 #8 72 94 122 #9 80 104 136 #10 88 115 149 #11 f 'c = 6000 PSI BAR SIZE Ld Ldt Lt Ltt 18 24 31 #3 24 32 41 #4 30 39 51 #5 35 46 60 #6 51 67 87 #7 59 77 100 #8 66 86 112 #9 73 95 124 #10 80 104 136 #11 ALL CONCRETE STRENGTHS BAR SIZE Lb Lc Lcs 9 12 12 #3 11 13 12 #4 14 16 15 #5 17 19 17 #6 20 22 20 #7 22 25 23 #8 25 29 26 #9 28 32 29 #10 31 35 31 #11 NOTES: TYPICAL REINFORCING BAR DEVELOPMENT / SPLICE DETAILS S ST A G G E R > S MECHANICAL COUPLER MECHANICAL SPLICE STAGGER LAP DETAIL TA B L E LA P P E R (L t , L t t , L c , L c s ) Lb Ld, Ldt DEVELOPMENT LENGTH 29 38 47 56 82 94 106 116 128 26 34 42 51 73 84 94 104 115 24 32 39 46 67 77 86 95 104 1. db =NOMINAL BAR DIAMETER Ld =TENSION DEVELOPMENT LENGTH Ldt =DEVELOPMENT LENGTH OF TOP BARS IN TENSION Lt =TENSION LAP SPLICE LENGTH Ltt =TENSION LAP SPLICE LENGTH OF TOP BARS Lb =COMPRESSION DEVELOPMENT LENGTH Lc =TIED COLUMN LAP SPLICE IN COMPRESSION Lcs =SPIRAL COLUMN LAP SPLICE IN COMPRESSION 2. REBAR DEVELOPMENT/SPLICE LENGTHS ARE BASED ON ACI 318. REINFORCEMENT YIELD STRENGTH, Fy = 60 KSI. 3. "TOP BARS" = HORIZONTAL BEAM, MAT, OR SLAB REINFORCING WITH MORE THAN 12" CAST BELOW. 4. ALL SPLICES SHALL BE TENSION SPLICES, UNO. 5. LARGER DIAMETER SPLICE LENGTHS GOVERN AT BAR SIZE TRANSITIONS. TABLE VALUES SHALL BE MULTIPLIED BY 1.5 IF THE FOLLOWING CRITERIA ARE NOT MET: SLAB / WALL MIN 3db db C L R , M I N MIN 2db MIN 2db > 1 2 " COLUMN / BEAM TOP BAR 1. SEE GENERAL NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. ALL CONCRETE IS NORMAL WEIGHT AND CEMENT IS ASTM C615 TYPE 1, UNO. DO NOT USE LIGHTWEIGHT CONCRETE UNLESS SPECIFICALLY INDICATED. 3. ACCEPTABLE CEMENT REPLACEMENT MATERIAL, WHERE PERMITTED, SHALL BE FLY ASH, ASTM C618 TYPE C OR F, UNO. 4. TARGET SLUMP SHALL BE DETERMINED BY THE CONTRACTOR AS NEEDED FOR PROPER PLACEMENT. CONCRETE MIX DESIGN SCHEDULE CONCRETE USAGE 28-DAY COMPRESSIVE STRENGTH (PSI) FOOTINGS AND MAT FOUNDATIONS FOUNDATION WALLS EXTERIOR RETG WALLS, STOOPS AND PADS SLABS ON GRADE SLABS ON METAL DECK COLUMNS EXTERIOR EXPOSED PT BEAMS AND SLABS NOTES : MINIMUM CEMENTITIOUS MATLS (LB/CYD) MAX CEMENT REPLACEMENT (NOTE 3) MAXIMUM W/CM RATIO AIR CONTENT (PERCENT) MAXIMUM AGGREGATE SIZE (INCHES) NOTES 4,000 4,000 4,000 4,000 4,000 6,000 5,000 470 20% 0.50 0-3 1.5 470 20% 0.50 0-3 1 517 20% 0.45 6 +/- 1 1 470 20% 0.48 0-3 1 470 20% 0.48 0-3 1 564 15% 0.45 0-3 0.75 564 15% 0.40 6 +/- 1 0.75 3 GAL/CYD CORROSION INHIBITOR ADMIXTURE 1.5 LBS/CYD MICRO-FIBER REINFORCEMENT 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 2 : 4 3 : 4 8 P M S003 GENERAL NOTES 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 STEEL ROOF DECK PROVIDE AND ERECT STEEL DECK IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK INSTITUTE'S SPECIFICATIONS AND CODE OF STANDARD PRACTICE. DECK MANUFACTURER SHALL PROVIDE ALL ROOF DECK ACCESSORIES, INCLUDING CLOSURES, SUPPLEMENTARY FRAMING, AND SUMP PANS, WHETHER OR NOT SUCH ITEMS ARE DETAILED ON THE CONTRACT DOCUMENTS. FASTEN ROOF DECK TO STEEL SUPPORTS AS INDICATED ON THE DRAWINGS. PERFORM WELDING IN ACCORDANCE WITH ANSI/AWS D1.3. ROOF DECK SHALL BE INSTALLED IN A MINIMUM THREE SPAN CONDITION WHEREVER POSSIBLE. PROVIDE STEEL ROOF DECK WITH FINISH AS INDICATED ON THE DRAWINGS. STEEL FLOOR DECK PROVIDE AND ERECT STEEL DECK IN ACCORDANCE WITH THE LATEST EDITION OF THE STEEL DECK INSTITUTE'S SPECIFICATIONS AND CODE OF STANDARD PRACTICE. DECK MANUFACTURER SHALL PROVIDE ALL FLOOR DECK ACCESSORIES, SUCH AS EDGE FORMS, CLOSURES, FILLERS AND POUR STOPS FOR A COMPLETE INSTALLATION, WHETHER OR NOT SUCH ITEMS ARE DETAILED ON THE CONTRACT DOCUMENTS. FASTEN FLOOR DECK TO STEEL SUPPORTS AS INDICATED ON THE DRAWINGS. PERFORM WELDING IN ACCORDANCE WITH ANSI/AWS D1.3. STEEL FLOOR DECK IS INTENDED TO BE INSTALLED IN AN UNSHORED CONDITION UNLESS NOTED OTHERWISE. DECK SUPPLIER SHALL REVIEW ALL SPAN CONDITIONS AND CONFIRM THAT THE SUPPLIED PRODUCT IS SUFFICIENT TO SAFELY SUPPORT THE WET WEIGHT OF CONCRETE AND ASSOCIATED CONSTRUCTION LIVE LOADS WITHOUT THE NEED FOR SHORING. FLOOR DECK UNITS SHALL BE INSTALLED IN A MINIMUM THREE SPAN CONDITION WHEREVER POSSIBLE. PROVIDE INTERIOR STEEL FLOOR DECK WITH FINISH AS INDICATED ON THE DRAWINGS. PROVIDE FLOOR DECK SUPPORTING EXTERIOR SLABS WITH A GALVANIZED FINISH IN ACCORDANCE WITH ASTM A924 G90. DESIGN DATA THE BUILDING STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2014 INDIANA BUILDING CODE (2012 INTERNATIONAL BUILDING CODE). SEE LOAD MAPS FOR LOADING INFORMATION. SNOW LOAD DESIGN DATA GROUND SNOW LOAD (PG) = 20 PSF SNOW EXPOSURE FACTOR (CE) = 1.0 THERMAL FACTOR (CT) = 1.2 SNOW LOAD IMPORTANCE FACTOR (IS) = 1.0 WIND LOAD DESIGN DATA BASIC WIND SPEED (3-SECOND GUST) = 115 MPH WIND EXPOSURE = C WIND DESIGN PRESSURE (P) = VARIES WITH HEIGHT AND LOCATION EARTHQUAKE DESIGN DATA SHORT PERIOD SPECTRAL RESPONSE (SS) = 0.148 1-SECOND SPECTRAL RESPONSE (S1) = .082 SEISMIC IMPORTANCE FACTOR (IE) = 1.0 RISK CATEGORY = II SEISMIC DESIGN CATEGORY = B SITE CLASSIFICATION = D SHORT PERIOD SPECTRAL RESPONSE (SDS) = 0.158 1-SECOND SPECTRAL RESPONSE (SD1) = 0.131 BASIC STRUCTURAL SYSTEM / SEISMIC RESISTING SYSTEM: MOMENT-RESISTING FRAME / INTERMEDIATE REINFORCED CONCRETE ANALYSIS PROCEDURE UTILIZED = EQUIVALENT LATERAL FORCE PROCEDURE RESPONSE MODIFICATION COEFFICIENT (R) = 5.0 SEISMIC RESPONSE COEFFICIENT (CS) = 0.032 SEPARATION OF DISSIMILAR METALS DISSIMILAR METALS SHALL BE ELECTRICALLY ISOLATED TO PREVENT GALVANIC CORROSION VIA NON-CONDUCTIVE WASHERS, GASKETS, COATINGS, OR EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNO. ARCHITECTURAL PRECAST COMPONENTS SUPPLIER OF ARCHITECTURAL PRECAST COMPONENTS IS RESPONSIBLE FOR THE DESIGN AND DETAILING OF THE PANELS AND CONNECTIONS. STEEL REQUIRED TO TRANSMIT THE GRAVITY AND/OR LATERAL LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCTURAL DRAWINGS IS THE RESPONSIBILITY OF THE PRECAST SUPPLIER TO DESIGN AND DETAIL. GRAVITY CONNECTIONS SHALL NOT BE MADE TO BEAMS, JOISTS, OR JOIST GIRDERS WITHOUT PERMISSION OF THE STRUCTURAL ENGINEER, UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS. CONNECTIONS TO TRANSMIT LATERAL LOADS TO THE STRUCTURE SHALL BE MADE ONLY TO A COLUMN OR THE TOP FLANGE OF A STEEL BEAM, OR THE TOP CHORD OF A STEEL JOIST OR JOIST GIRDER AT A TOP CHORD PANEL POINT. CONNECTIONS TO TRANSMIT LATERAL LOADS TO THE STRUCTURE SHALL NOT BE MADE TO THE BOTTOM FLANGES OF BEAMS, BOTTOM CHORDS OF JOIST GIRDERS OR BOTTOM CHORDS OF JOISTS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. PRECAST CONCRETE CONNECTIONS SHOWN ON DRAWINGS SHALL BE PROVIDED AS SHOWN, BY THE STEEL FABRICATOR. IF DETAILS NEED TO BE ADJUSTED BASED ON AN INDIVIDUAL PRECAST MANUFACTURER'S DETAILS, THE MANUFACTURER MUST INFORM THE STEEL FABRICATOR PRIOR TO FABRICATION OF THE STEEL. CHANGES REQUIRED AFTER THE STEEL IS FABRICATED SHALL BE SOLELY THE RESPONSIBILITY OF THE PRECAST MANUFACTURER (INCLUDING ENGINEERING, MATERIAL AND INSTALLATION). PRECAST CONCRETE SPANDREL PANELS SHALL NOT BE ERECTED AT ANY LEVEL PRIOR TO PLACEMENT OF FLOOR OR ROOF DECK ON THAT LEVEL. MASTIC COATING MASTIC COATING FOR PROTECTION OF INDICATED ITEMS SHALL BE BITUMASTIC 50 COAL TAR MASTIC BY CARBOLINE OR EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER. INSTALL AT LOCATIONS INDICATED ON DRAWINGS. UNLESS NOTED OTHERWISE, APPLY MASTIC TO A COATING THICKNESS OF 18 MILS. PROVIDE FULL COVERAGE OVER ITEMS INDICATED TO RECEIVE COATING. WATERSTOPS SELF-EXPANDING STRIP WATER STOPS SHALL BE VOLCLAY WATERSTOP-RX 101 UNLESS NOTED OTHERWISE. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. STRUCTURAL STEEL STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, LATEST EDITION WITH AMENDMENTS. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B. STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B. STRUCTURAL STEEL ROD HANGERS AND BRACING SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE. ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION. BOLTED CONNECTIONS FOR STRUCTURAL STEEL MEMBERS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS, UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION, EXCEPT BOLTED CONNECTIONS IN BRACE ELEMENTS ARE TO BE FULLY PRETENSIONED WITH CLASS A FAYING SURFACES. WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE FOR STEEL ANSI/AWS D1.1. WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, OTHER WELDED CONNECTIONS MAY BE MADE WITH STANDARD E70XX ELECTRODES. STRUCTURAL STEEL THAT RECEIVES FINISH PAINT SHALL BE SHOP-PRIMED WITH A RUST INHIBITING PRIMER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRIMER IS COMPATIBLE WITH FINISH COAT SYSTEM SPECIFIED BY THE ARCHITECT. COORDINATE FINISH PAINTING REQUIREMENTS WITH THE ARCHITECT. STRUCTURAL STEEL THAT IS NOT EXPOSED IN THE FINISHED CONSTRUCTION AND DOES NOT RECEIVE FINISH PAINT SHALL NOT BE SHOP-PRIMED, UNLESS NOTED OTHERWISE ON THE DRAWINGS. STRUCTURAL STEEL NOTED TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE WITH ASTM A123. DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES: 1. SURFACES TO BE WELDED. 2. SURFACES TO RECEIVE BOLTED SLIP-CRITICAL CONNECTIONS. 3. SURFACES TO RECEIVE SHEAR STUD CONNECTIONS. 4. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING. ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP PAINT. FOR GALVANIZED STEEL, USE A ZINC-RICH COLD-GALVANIZING PAINT. DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION AND MANUAL OF STEEL CONSTRUCTION. UNLESS NOTED OTHERWISE ON THE DRAWINGS, DESIGN BEAM CONNECTIONS NOT SHOWN, TO SUPPORT A MINIMUM OF A 16 KIP SHEAR REACTION. PROVIDE NO LESS THAN 2 BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS. PROVIDE L4X4X1/4 FRAMED OPENINGS FOR ALL ROOF PENETRATIONS 12 INCHES OR LARGER ALONG ANY SIDE, UNLESS LARGER FRAMING IS INDICATED. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR PENETRATIONS. COORDINATE FRAMED OPENING SIZES AND LOCATIONS WITH THE MECHANICAL AND PLUMBING CONTRACTORS. GLASS STOREFRONT SUPPLIER OF GLAZING SYSTEM IS RESPONSIBLE FOR THE DESIGN, DETAILING AND INSTALLATION OF THE GLAZING SYSTEM. STEEL REQUIRED TO TRANSMIT THE GRAVITY AND/OR LATERAL LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCTURAL DRAWINGS IS THE RESPONSIBILITY OF THE GLAZING SYSTEM SUPPLIER TO DESIGN, DETAIL AND INSTALL. CONNECTIONS TO TRANSMIT LATERAL LOADS TO THE STRUCTURE SHALL NOT BE MADE TO THE BOTTOM FLANGES OF BEAMS, BOTTOM CHORDS OF JOIST GIRDERS OR BOTTOM CHORDS OF JOISTS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. ELEVATORS CONTRACTOR SHALL COORDINATE ELEVATOR PITS, SHAFTS, SLAB OPENINGS, WALL OPENINGS, INCLUDING ANY TEMPORARY OPENINGS NECESSARY FOR ELEVATOR INSTALLATION, FRAMING LOCATIONS, GUIDE RAIL SUPPORTS, DIVIDER BEAMS, HOIST BEAMS AND SUMP PITS WITH ELEVATOR SUPPLIER AND ALL OTHER AFFECTED TRADES PRIOR TO CONSTRUCTION AS REQUIRED FOR PROPER INSTALLATION AND OPERATION. COORDINATE ANY REQUIRED STRUCTURAL MODIFICATIONS WITH THE STRUCTURAL ENGINEER PRIOR TO FABRICATION AND/OR INSTALLATION OF ANY STRUCTURAL ELEMENTS. ANY FRAMING MODIFICATIONS DUE TO ELEVATOR SUPPLIER CHANGES SHALL BE DESIGNED, DETAILED, AND INSTALLED BY THE CONTRACTOR. SUBJECT TO REVIEW BY ARCHITECT/ENGINEER. REVISION SCHEDULE NO. DESCRIPTION DATE SPECIAL INSPECTION SERVICES SCHEDULE - CONCRETE CONSTRUCTION REFERENCED STANDARDS PER IBC, CHAPTER 17 VERIFICATION AND INSPECTION TASK TEST / INSPECTION DESCRIPTION OF TEST / INSPECTION APPLICABLE TO PROJECT (Y/N) FREQUENCY MATERIAL TESTING QUALITY CONTROL REINFORCING STEEL CAST-IN-PLACE BOLTS AND ANCHOR RODS CONCRETE MIX DESIGN FORMWORK MATERIAL SAMPLING AND TESTING CONCRETE PLACEMENT CURING AND PROTECTION CONSTRUCTION JOINTS TEST REFERENCE CAST-IN-PLACE CONCRETE SPECIFICATION FOR EXTENT OF TESTING REQUIRED INSPECTION VERIFY THAT QUALITY CONTROL TESTING IS PROVIDED IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. INSPECTION INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS (WHEN USED) AND PLACEMENT AS FOLLOWS: VERIFY THAT REINFORCEMENT SURFACES ARE FREE OF EXCESS RUST OR OTHER COATINGS THAT MAY ADVERSELY AFFECT BONDING CAPACITY. IF OILING OF FORMS IS REQUIRED, VERIFY THAT IT IS APPLIED BEFORE REINFORCING IS PLACED. VERIFY REINFORCING BARS FOR COMPLIANCE WITH CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS AS FOLLOWS: MATERIAL GRADE, SIZE, QUANTITY, SPACING, AND LAYERING; BARS ARE ADEQUATELY TIED AND SUPPORTED ON CHAIRS OR BOLSTERS; PROPER HOOK TYPE AND LOCATION; SPLICE LOCATIONS AND REQUIRED LENGTH OF LAP; PROPER CLEARANCE AND COVER REQUIREMENTS FROM CONCRETE SURFACES; SUFFICIENT SPACING BETWEEN REINFORCEMENT FOR CONCRETE PLACEMENT; VERIFY THAT UNSCHEDULED/ADDITIONAL REINFORCING BARS SHOWN ON PLAN, IN DETAIL, OR SPECIFIED IN NOTES ARE PROVIDED AND ARE IN COMPLIANCE WITH CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS. MECHANICAL SPLICES: (TENSION AND/OR COMPRESSION) ON THE PROJECT. VERIFY COMPLIANCE WITH SPECIFICATIONS AND CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. VERIFY THAT THE MANUFACTURER IS PRESENT FOR THE FIRST INSTALLATION OF EACH TYPE OF SPLICE ON THE PROJECT. VERIFY THAT WELDED WIRE REINFORCEMENT IS COMPOSED OF FLAT SHEETS, HAS PROPER WIRE GAUGE AND SPACING, IS PROPERLY SUPPORTED, AND IS PROPERLY LAPPED. INSPECT HEADED STUD SHEAR REINFORCEMENT TO ENSURE THAT IT CONFORMS TO THE PROJECT REQUIREMENTS: REVIEW TYPE AND SPACING; VERIFY THAT REINFORCING IS ADEQUATELY SUPPORTED TO RESIST DISPLACEMENT OR SHIFTING DURING CONCRETE PLACEMENT; VERIFY WELDING OF REINFORCEMENT IS PERFORMED ACCORDING TO AWS REQUIREMENTS AND THAT IT IS INSPECTED BY THE TESTING LABORATORY. INSPECT BOLTS AND ANCHOR RODS TO BE CAST IN CONCRETE PRIOR TO PLACEMENT OF CONCRETE FOR SIZE, QUANTITY, LOCATION, POSITION AND EMBEDMENT. INSPECT DURING PLACEMENT FOR PROPER CONCRETE CONSOLIDATION AROUND BOLTS AND ANCHORS. INSPECTION BOLTS AND/OR ANCHOR RODS USED IN LATERAL FORCE RESISTING SYSTEM 20% OF BOLTS AND/OR ANCHOR RODS USED ELSEWHERE. INSPECTION REVIEW AND BECOME FAMILIAR WITH THE MIX DESIGNS SPECIFIED ON THE PROJECT. VERIFY MIX DESIGN PROVIDED BY THE CONTRACTOR IS CONSISTENT WITH PROJECT SPECIFICATIONS AT LOCATION INDICATED. REVIEW CONCRETE BATCH TICKETS TO PROPER MIX ID, TYPE OF CONCRETE AND STRENGTH FOR THE PLACEMENT LOCATION. VERIFY THAT WATER ADDED AT SITE (IF PERMITTED), DOES NOT EXCEED THAT ALLOWED BY THE MIX DESIGN. INSPECTION OF FORMED AREA INSPECTION VERIFY THAT ALL DEBRIS AND FOREIGN MATTER HAVE BEEN REMOVED BEFORE CONCRETE IS PLACED INSPECTION INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. VERIFY FORMWORK USED IN COMPLIANCE WITH THE SPECIFICATIONS AND APPROVAL SHOP DRAWINGS (WHEN REQUIRED). TEST AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE INSPECTION INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES AS FOLLOWS: VERIFY THE CONCRETE IS NOT OVER 90 MINUTES OLD AT TIME OF PLACEMENT; HOT-WEATHER OR COLD-WEATHER TECHNIQUES ARE BEING APPLIED AS REQUIRED; CONCRETE BEING DEPOSITED IN UNIFORM, THAT THE VERTICAL DROP DOES NOT EXCEED SIX FEET, AND THAT CONCRETE IS NOT PERMITTED TO DROP FREELY OVER REINFORCEMENT CAUSING SEGREGATION; CONCRETE IS PROPERLY VIBRATED; EMBEDDED ITEMS AND REINFORCING STEEL ARE NOT ADVERSELY ALTERED DURING PLACEMENT. NOTE IF ANYTHING WAS DISPLACED OR OTHERWISE ALTERED DURING PLACEMENT; VERIFY THAT THERE ARE NO COLD JOINTS WITHIN THE AREA OF THE POUR INSPECTION VERIFY THE CURING PROCESS IS AS SPECIFIED IN THE CONTRACT DOCUMENTS AND THAT ANY CURING COMPOUND USED IS APPLIED IN ACCORDANCE WITH MANUFACTURER'S PRINTED APPLICATION INSTRUCTIONS. INSPECTION VERIFY THAT LOCATION OF VERTICAL AND HORIZONTAL CONSTRUCTION JOINTS FOR COMPLIANCE WITH THE CONSTRUCTION JOINT LOCATION PLAN SUBMITTED BY THE CONTRACTOR TO ENGINEER OF RECORD. VERIFY THAT REINFORCEMENT, DOWELS, KEYS, AND BULKHEADS AT CONSTRUCTION JOINTS ARE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PERIODIC PERIODIC PERIODIC CONTINUOUS PERIODIC PERIODIC CONTINUOUS PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS CONTINUOUS PERIODIC PERIODIC N SPECIAL INSPECTION SERVICES SCHEDULE - FOUNDATION WALLS AND PITS REFERENCED STANDARDS PER IBC, CHAPTER 17 VERIFICATION AND INSPECTION TASK TEST / INSPECTION DESCRIPTION OF TEST / INSPECTION APPLICABLE TO PROJECT (Y/N) FREQUENCY CONCRETE PLACEMENT FORMWORK DIMENSIONS EMBEDDED ITEMS REINFORCEMENT BACKFILL OPERATIONS CONCRETE INSPECTION THE INSPECTOR MUST BE PRESENT FULL TIME DURING THE ENTIRE PLACEMENT OF THE FIRST 2 SHALLOW FOUNDATION CONCRETE POURS AND THEN MUST BE PRESENT AT THE START OF 100% OF OTHER CONCRETE POURS. INSPECTION VERIFY THAT FORMS ARE PLUMB AND STRAIGHT, BRACED AGAINST MOVEMENT, AND LUBRICATED FOR REMOVAL. INSPECTION INSPECTION INSPECTION WATERSTOPS INSPECTION INSPECTION INSPECTION PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC VERIFY WALL/PIT DIMENSIONS. VERIFY ANCHOR RODS AND/OR DOWELS ARE INSTALLED WITH THE EMBEDMENT AND PROJECTED LENGTHS AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. VERIFY PIT/WALL REINFORCEMENT PRIOR TO PLACEMENT OF CONCRETE VERIFY WATER STOPS ARE PROPERLY INSTALLED AND ANCHORED INTO POSITION PRIOR TO PLACEMENT OF CONCRETE. VERIFY THAT FOUNDATION AND PIT WALLS WITH UNEVEN BACKFILL CONDITIONS ARE NOT BACKFILLED UNTIL FLOOR CONSTRUCTION AT TOP OF WALL IS COMPLETE OR TEMPORARY BRACING IS PROVIDED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. VERIFY CONCRETE PLACEMENT AS OUTLINED IN THIS INSPECTION PLAN. Y Y Y Y Y Y Y Y SPECIAL INSPECTION SERVICES SCHEDULE - SHALLOW FOUNDATIONS REFERENCED STANDARDS PER IBC, CHAPTER 17 VERIFICATION AND INSPECTION TASK TEST / INSPECTION DESCRIPTION OF TEST / INSPECTION APPLICABLE TO PROJECT (Y/N) FREQUENCY CONCRETE PLACEMENT FOOTING SUBGRADE FORMWORK EARTH-FORMED FOUNDATION DIMENSIONS REINFORCEMENT CONCRETE INSPECTION THE INSPECTOR MUST BE PRESENT FULL TIME DURING THE ENTIRE PLACEMENT OF THE FIRST 2 SHALLOW FOUNDATION CONCRETE POURS AND THEN MUST BE PRESENT AT THE START OF 100% OF OTHER CONCRETE POURS. INSPECTION VERIFY APPROVAL OF THE FOOTING SUBGRADE PRIOR TO PLACEMENT OF FOUNDATION CONCRETE. INSPECTION INSPECTION EMBEDED ITEMS INSPECTION INSPECTION INSPECTION PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC VERIFY THAT FORMS ARE PLUMB AND STRAIGHT, BRACED AGAINST MOVEMENT, AND LUBRICATED FOR REMOVAL. FOR EARTH-FORMED FOUNDATIONS, VERIFY THAT EARTH FORMS ARE SUFFICIENTLY UNIFORM TO ALLOW FOR PROPER DIMENSIONS AND REQUIRED CONCRETE COVER OVER REINFORCEMENT. VERIFY FOUNDATION DIMENSIONS. VERIFY ANCHOR RODS AND/OR DOWELS ARE INSTALLED WITH THE EMBEDMENT AND PROJECTED LENGTHS AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. VERIFY FOUNDATION REINFORCEMENT PRIOR TO PLACEMENT OF CONCRETE. VERIFY CONCRETE PLACEMENT AS OUTLINED IN THIS INSPECTION PLAN. INSPECTION Y Y Y Y Y Y Y Y SPECIAL INSPECTION SERVICES SCHEDULE - SOILS AND EARTHWORK REFERENCED STANDARDS PER IBC, CHAPTER 17 VERIFICATION AND INSPECTION TASK TEST / INSPECTION DESCRIPTION OF TEST / INSPECTION APPLICABLE TO PROJECT (Y/N) FREQUENCY FOOTING SUBGRADE COMPACTION OF SOILS CONTROLLED STRUCTURAL FILL FOOTING SUBGRADE MATERIAL EXCAVATION USE OF PROPER MATERIALS OBSERVATION OF SUBGRADE TEST REFERENCE EARTHWORK SPECIFICATION FOR EXTENT OF TESTING REQUIRED TEST REFERENCE EARTHWORK SPECIFICATION FOR EXTENT OF TESTING REQUIRED TEST INSPECTION CLASSIFICATION OF CONTROLLED FILL INSPECTION INSPECTION INSPECTION PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS REFERENCE EARTHWORK SPECIFICATION FOR EXTENT OF TESTING REQUIRED INSPECT SOILS BELOW FOUNDATIONS AND SLABS FOR ADEQUATE COMPACTION AND BEARING CAPACITY PROPR TO PLACEMENT OF CONCRETE. VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. 1) INSPECT PLACEMENT, LIFT THICKNESS AND COMPACTION OF CONTROLLED FILL. 2) VERIFY EXTENT AND SLOPE OF FILL PLACEMENT. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUGBRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY INSPECTION Y Y Y Y Y Y Y Y SPECIAL INSPECTION SERVICES SCHEDULE - MASONRY CONSTRUCTION (LEVEL 1 INSPECTION) REFERENCED STANDARDS PER IBC, CHAPTER 17 VERIFICATION AND INSPECTION TASK TEST / INSPECTION DESCRIPTION OF TEST / INSPECTION APPLICABLE TO PROJECT (Y/N) FREQUENCY MATERIAL TESTING QUALITY CONTROL TEST REFERENCE MASONRY SPECIFICATION FOR EXTENT OF TESTING REQUIRED INSPECTION VERIFY THAT QUALITY CONTROL TESTING IS PROVIDED IN ACCORDANCE WITH THE PROJECT REQUIREMENTS. Y PERIODIC CONTINUOUS MATERIALS WALL LOCATIONS CONTROL JOINTS OPENINGS CONNECTIONS REINFORCING STEEL MORTAR AND GROUT PROTECTION EMBEDDED ITEMS VERIFY THE MATERIALS ARE STORED PROPERLY BEFORE PLACEMENT IN THE STRUCTURE VERIFY THE WALL LOCATIONS AND THICKNESSES VERIFY THE PROPER INSTALLATION OF CONTROL JOINTS, TYPE AND LOCATION VERIFY THE PROPER INSTALLATION OF STRUCTURAL ELEMENTS AROUND OPENINGS INCLUDING LINTELS, SILLS, AND DOOR OR WINDOW JAMBS INCLUDING MASONRY UNIT TYPE AND REINFORCEMENT VERIFY THE MASONRY IS PROPERLY CONNECTED TO THE SUPPORTING STRUCTURE(S) INSPECTION OF REINFORCING STEEL AND PLACEMENT AS FOLLOWS: VERIFY THAT REINFORCEMENT SURFACES ARE FREE OF EXCESS RUST OR OTHER COATINGS THAT MAY ADVERSELY AFFECT BONDING CAPACITY. VERIFY REINFORCING BARS AND HORIZONTAL JOINT REINFORCEMENT FOR COMPLIANCE WITH CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS AS FOLLOWS: MATERIAL GRADE, SIZE, QUANTITY, SPACING, AND LAYERING; BARS ARE ADEQUATELY TIED AND SUPPORTED ON CHAIRS AND CENTERED AS REQUIRED; PROPER HOOK TYPE AND LOCATION; SPLICE LOCATIONS AND REQUIRED LENGTH OF LAP; PROPER CLEARANCE AND COVER REQUIREMENTS FROM MASONRY SURFACES; SUFFICIENT SPACING BETWEEN REINFORCEMENT FOR GROUT PLACEMENT; VERIFY THAT UNSCHEDULED/ADDITIONAL REINFORCING BARS SHOWN ON PLAN, IN DETAILS, OR SPECIFIED IN NOTES ARE PROVIDED AND ARE IN COMPLIANCE WITH CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS. INSPECT EMBEDDED ITEMS TO BE CAST IN MASONRY PRIOR TO PLACMENT OF GROUT FOR SIZE, QUANTITY, LOCATION, POSITION AND EMBEDMENT. INSPECT DURING PLACEMENT FOR PROPER GROUT CONSOLIDATION EMBEDDED ITEMS. INSPECT THE MORTAR AND GROUT USED ON THE PROJECT AS FOLLOWS: VERIFY THAT MORTAR AND GROUT MATERIALS COMPLY WITH THE CONTRACT DOCUMENTS AND APPROVED SUBMITTALS. SITE-MIXED MORTAR: VERIFY THE MORTAR IS MIXED IN ACCORDANCE WITH SPECIFIED PROPORTIONS. BAG-MIX MORTAR: VERIFY THE MORTAR IS MIXED ACCORDING TO THE MANUFACTURER’S INSTRUCTIONS. VERIFY PROPER MORTAR PLACEMENT. GROUT BAG MIX: VERIFY THAT THE GROUT IS MIXED ACCORDING TO THE MANUFACTURER’S INSTRUCTIONS. READY-MIX GROUT: VERIFY THE MIX NUMBER AND GROUT STRENGTH. PRIOR TO ANY GROUTING PROCEDURE, INSPECT THE GROUT SPACE TO VERIFY THAT IT IS CLEAN AND THAT CLEANOUTS, IF REQUIRED, ARE IN PLACE AND CONFORM TO REQUIREMENTS OF THE CONTRACT DOCUMENTS. VERIFY THE PROPER GROUT PLACEMENT AND CONSOLIDATION. VERIFY THAT GROUT TESTING IS PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. VERIFY THE PROPER CONSTRUCTION TECHNIQUES ARE FOLLOWED FOR PROTECTION OF MASONRY DURING HOT-WEATHER AND/OR COLD-WEATHER CONSTRUCTION. INSPECTION INSPECTION INSPECTION INSPECTION INSPECTION INSPECTION INSPECTION INSPECTION INSPECTION Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 0 : 4 5 P M S004 SPECIAL INSPECTION REQUIREMENTS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 SPECIAL INSPECTION THE OWNER OR OWNER’S AGENT SHALL EMPLOY INDEPENDENT AGENCY(IES) OR INDIVIDUAL(S) TO PROVIDE SPECIAL INSPECTION FOR ITEMS AS INDICATED ON THE DRAWINGS. SPECIAL INSPECTION IS A MANDATORY REQUIREMENT FOR VERIFYING CONFORMANCE OF THE INDICATED CONSTRUCTION. SPECIAL INSPECTION IS REQUIRED IN ADDITION TO ALL MATERIAL TESTS AND INSPECTIONS IDENTIFIED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON, WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER, FOR INSPECTION OF EACH PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. “PERIODIC” SPECIAL INSPECTION IS DEFINED AS “THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.” “CONTINUOUS” SPECIAL INSPECTION IS DEFINED AS “THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.” SUBMIT TO THE STRUCTURAL ENGINEER FOR REVIEW A MINIMUM OF 14 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION OF ELEMENTS REQUIRING SPECIAL INSPECTION THE FOLLOWING: 1. NAME(S), ADDRESS(ES), TELEPHONE NUMBER(S), EMAIL ADDRESS(ES), AND STATEMENT(S) OF QUALIFICATIONS OF ALL SPECIAL INSPECTOR(S) TO BE ENGAGED ON THE PROJECT. 2. A LISTING OF ALL ITEMS TO RECEIVE SPECIAL INSPECTION, DESIGNATION WHETHER INSPECTIONS WILL BE CONTINUOUS OR PERIODIC AND THE NAME OF THE INDIVIDUAL THAT WILL BE PERFORMING INSPECTION FOR EACH ITEM. THE CONTRACTOR SHALL COORDINATE WITH THE SPECIAL INSPECTOR SUFFICIENTLY IN ADVANCE OF WORK REQUIRING SPECIAL INSPECTION AND SHALL PROVIDE ACCESS TO THE SITE AND TO THE CONSTRUCTION DOCUMENTS (CURRENT DRAWINGS AND SPECIFICATIONS) FOR THE SPECIAL INSPECTOR CARRY OUT THE REQUIRED OPERATIONS. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK REQUIRING SPECIAL INSPECTION FOR CONFORMANCE TO THE CONSTRUCTION DOCUMENTS. ALL NON-CONFORMING WORK SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE IMMEDIATE ATTENTION OF THE OWNER OR OWNER’S AGENT AND STRUCTURAL ENGINEER. THE SPECIAL INSPECTOR SHALL SUBMIT PERIODIC PROGRESS REPORTS TO THE OWNER OR OWNER’S AGENT, CONTRACTOR AND STRUCTURAL ENGINEER IDENTIFYING ALL SPECIAL INSPECTION OPERATIONS PERFORMED. REPORTS SHALL BE SUBMITTED NO MORE THAN 7 DAYS FOLLOWING EACH SPECIAL INSPECTION OPERATION. REPORTS SHALL IDENTIFY THE ITEM(S) INSPECTED AND AN INDICATION OF WHETHER THE INSPECTED ITEMS WERE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. AT THE COMPLETION OF ALL WORK REQUIRING SPECIAL INSPECTION, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT TO THE OWNER OR OWNER’S AGENT, CONTRACTOR AND STRUCTURAL ENGINEER STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. FAILURE TO PERFORM SPECIAL INSPECTION FOR THE INDICATED CONSTRUCTION OR FAILURE TO CORRECT NON-CONFORMING WORK SHALL CONSTITUTE A BASIS FOR REJECTION OF THE WORK AND REMOVAL AND REPLACEMENT BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, INCLUDING, BUT NOT LIMITED TO: 1. THE COST OF REMOVAL AND REPLACEMENT OF ALL WORK FOR WHICH SPECIAL INSPECTION WAS REQUIRED BUT NOT PERFORMED, INCLUDING THE COST OF TESTING AND SPECIAL INSPECTION FOR THE REPLACEMENT WORK. 2. THE COST OF ALL RELATED WORK MADE NECESSARY BY THE REMOVAL AND REPLACEMENT OF THE UNINSPECTED WORK PER ITEM 1 ABOVE. 3. THE COST FOR DESIGN PROFESSIONAL’S SERVICES RELATED TO ALL WORK FOR WHICH SPECIAL INSPECTION WAS REQUIRED BUT NOT PERFORMED AND SERVICES RELATED TO THE REPLACEMENT WORK. PROVIDE SPECIAL INSPECTION FOR THE FOLLOWING CONSTRUCTION: SOILS AND EARTHWORK SHALLOW FOUNDATIONS FOUNDATION WALLS AND PITS CONCRETE MASONRY (LEVEL 1) STEEL STEEL DECK SEE TABLES ON THE DRAWINGS FOR SPECIAL INSPECTION PROGRAM REQUIREMENTS. REVISION SCHEDULE NO. DESCRIPTION DATE SPECIAL INSPECTION SERVICES SCHEDULE - STEEL CONSTRUCTION REFERENCED STANDARDS PER IBC, CHAPTER 17 VERIFICATION AND INSPECTION TASK TEST / INSPECTION DESCRIPTION OF TEST / INSPECTION APPLICABLE TO PROJECT (Y/N) FREQUENCY FABRICATOR QUALITY CONTROL PROCESS QUALITY MILL TEST REPORTS WELDED CONNECTIONS BOLTED CONNECTIONS STEEL FRAMING, DETAILS AND CONNECTORS COMPOSITE BEAM SHEAR CONNECTORS GRATING INSPECTION VERIFY THE FABRICATOR MEETS AISC CERTIFIED FABRICATOR REQUIREMENT LISTED IN THE PROJECT SPECIFICATIONS. INSPECTION VISUALLY INSPECT STEEL AS IT IS RECEIVED FOR POSSIBLE DAMAGE IN SHIPPING, WORKMANSHIP, AND PIECE MARKING. INSPECTION REVIEW CERTIFIED MILL TEST REPORTS AND IDENTIFICATION MARKINGS ON WIDE-FLANGE SHAPES, HIGH-STRENGTH BOLTS, NUTS AND WELDING ELECTRODES. INSPECT FIELD WELDED CONNECTIONS AS FOLLOWS: INSPECT 100% OF COMPLETE JOINT PENETRATION FIELD WELDS. ULTRASONIC TESTING OF ALL COMPLETE PENETRATIONS WELDS. INSPECT 100% OF PARTIAL JOINT PENETRATION FIELD WELDS. INSPECT 100% OF MULTI-PASS FILLET FIELD WELDS. INSPECT 100% OF FILLET FIELD WELDS IN LATERAL-LOAD-RESISTING BRACED FRAMES AND MOMENT FRAMES. INSPECT 10% OF OTHER FILLET FIELD WELDS. PERFORM PRE-WELDING INSPECTIONS TO VERIFY THAT MATERIALS (I.E. STRUCTURAL STEEL, WELD FILLER MATERIAL, ETC.), WELDING PROCEDURES, AND WELDING PERSONNEL QUALIFICATIONS ARE APPROPRIATE. VISUALLY INSPECT FIELD WELDS ACCORDING TO AWS D1.1/D1.1M. VERIFY WELDING PROCEDURES ARE IN ACCORDANCE WITH AWS REQUIREMENTS. INSPECT PRE-HEAT, POST-HEAT AND SURFACE PREPARATION BETWEEN PASSES. INSPECTION VERIFY SIZE AND LENGTH OF FILLET WELDS. VERIFY THAT WELDS ARE CLEAN; WELDER IDENTIFICATION IS LEGIBLE; SIZE, LENGTH AND LOCATION OF WELDS; VERIFY THAT WELDS MEET ACCEPTANCE CRITERIA; PLACEMENT OF REINFORCEMENT FILLETS; REMOVAL OF BACKING BARS AND WELD TABS AS REQUIRED; AND REPAIR ACTIVITIES. INSPECTION INSPECT BOLTED CONNETIONS AS FOLLOWS: MEMBERS SIZES AND GRADE INSPECTION VERIFY THAT STEEL MEMBER SIZES AND STEEL GRADE CONFORM TO THE CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS. INSPECTION INSPECT STEEL FRAME FOR COMPLIANCE WITH STRUCTURAL DRAWINGS, INCLUDING BRACING, MEMBER CONFIGURATION AND CONNECTION DETAILS AS FOLLOWS: TEST INSPECT COMPOSITE STEEL BEAM SHEAR CONNECTORS AS FOLLOWS: INSPECTION INSPECT STEEL GRATING AS FOLLOWS: VISUALLY INSPECT THE GRATING FOR DAMAGE DURING SHIPPING. Y Y Y Y Y Y Y N N N Y Y Y N N ONE-TIME PERIODIC CONTINUOUS PERIODIC PERIODIC CONTINUOUS PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS CONTINUOUS INSPECT 100% OF ALL PRE-TENSIONED AND SLIP-CRITICAL BOLTED CONNECTIONS. INSPECT 100% OF BOLTED CONNECTIONS IN LATERAL-LOAD-RESISTING BRACED FRAMES AND MOMENT FRAMES INSPECT 20% OF ALL OTHER BOLTED CONNECTIONS. FOR SLIP-CRITICAL BOLTED CONNECTIONS, VERIFY INSTALLATION IS PERFORMED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS: TURN-OF-NUT: ACCORDING TO RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS." CALIBRATED WRENCH: ACCORDING TO RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS." TWIST-OFF TENSION CONTROL BOLT: ASTM F 1852. DIRECT-TENSION CONTROL BOLT: ASTM F 1852. FOR ALL BOLTED CONNECTIONS, VERIFY QUANTITY, SIZE AND GRADE OF BOLTS, REQUIRED SURFACE PREPARATION AND PROPER FIT-UP OF CONNECTED ELEMENTS. CHECK THE INSTALLATION OF BASE PLATES FOR PROPER LEVELING AND VERIFY PROPER GROUT TYPE AND INSTALLATION PROCEDURES ARE FOLLOWED INSPECT 100% OF BEAM AND GIRDER CONSTRUCTION AND ASSEMBLIES INSPECT 100% OF ALL BRACED FRAME AND MOMENT FRAME ASSEMBLIES INSPECT 100% OF THE COLUMN SPLICES AND BASE JOINTS FOR VERIFICATION THAT GAPS IN CONTACT BEARING DO NOT EXCEED 1/16 INCH. GAPS GREATER THAN 1/16 INCH SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR ASSESSMENT. OBSERVE THE WELDING OF SHEAR CONNECTORS. INSPECT STUDS FOR FULL 360 DEGREE FLASH. INSPECT SIZE, NUMBER, POSITIONING AND WELDING OF SHEAR CONNECTORS. RING TEST 100% OF SHEAR CONNECTORS WITH A 3 LB HAMMER. BEND TEST ALL QUESTIONABLE STUDS TO 15 DEGREES. VERIFY THAT THE GRATING DEPTH, TYPE OR PROPERTIES, AND FINISH COMPLY WITH THE CONTRACT DOCUMENTS AND/OR APPROVED SHOP DRAWINGS. VERIFY ALL GRATING ATTACHMENT TO THE SUPPORTING CONCRETE, STEEL, AND/OR MASONRY AS SPECIFIED IN THE CONTRACT DOCUMENTS AND/OR APPROVED SHOP DRAWINGS. Y Y Y Y Y Y Y N Y N N N N N N N PERIODIC CONTINUOUS CONTINUOUS CONTINUOUS PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS PERIODIC CONTINUOUS CONTINUOUS CONTINUOUS PERIODIC PERIODIC PERIODIC N N Y SPECIAL INSPECTION SERVICES SCHEDULE - STEEL DECK REFERENCED STANDARDS PER IBC, CHAPTER 17 VERIFICATION AND INSPECTION TASK TEST / INSPECTION DESCRIPTION OF TEST / INSPECTION APPLICABLE TO PROJECT (Y/N) FREQUENCY QUALITY DECK MATERIAL DECK ATTACHMENT DECK SUPPORT DECK ACCESSORIES INSPECTION VISUALLY INSPECT THE DECK PRIOR TO INSTALLATION FOR DAMAGE. INSPECTION VERIFY THAT THE DECK DEPTH, GAUGE, TYPE, PROPERTIES, AND FINISH COMPLY WITH THE CONTRACT DOCUMENTS. INSPECTION INSPECTION INSPECTION PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC VERIFY THAT THE DECK ATTACHMENT TO THE SUPPORTING STEEL IS AS SPECIFIED IN THE CONTRACT DOCUMENTS. VERIFY THAT THE PROPER DECK SUPPORT IS USED AROUND OPENINGS. VERIFY THAT DECK ACCESSORIES ARE BEING INSTALLED ACCORDING TO THE CONTRACT DOCUMENTS AND APPROVED SHOP DRAWINGS. Y Y Y Y Y 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 2 : 1 4 P M S005 SPECIAL INSPECTION REQUIREMENTS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 REVISION SCHEDULE NO. DESCRIPTION DATE B DRIFT + BALANCED SNOW LOAD TAPER LENGTH 14.0 PSF BALANCED SNOW LOAD SNOW DRIFT KEY B A A 67 PSF 12' - 8" 10 ' - 6 " 58 P S F 58 P S F 10 ' - 6 " 55 PSF 9' - 9 " 77 PSF 15' - 0" DRIFT + BALANCED SNOW LOAD TAPER LENGTH 14.0 PSF BALANCED SNOW LOAD SNOW DRIFT KEY B C A 12' - 8" 67 PSF 55 PSF 9' - 9 " 77 PSF 15' - 0" 58 P S F 10 ' - 6 " 47 PSF 7' - 11" 47 PSF 7' - 11" 10 ' - 6 " 58 P S F C UNIFORM LOAD SCHEDULE MARK DESCRIPTION SUPERIMPOSED LOAD DEAD, PSF LIVE, PSF A NOTES: 1. SUPERIMPOSED DEAD LOAD IS DEAD LOAD IN ADDITION TO THE SELF WEIGHT OF THE PRIMARY STRUCTURAL SYSTEM. 2. FOR SNOW LOADS DESIGN FOR WORST CASE OF UNIFORM SNOW OR SNOW DRIFT CONDITION. 3. NR INDICATES NON-REDUCIBLE LIVE LOAD. B 40 PSF (NR) TYPICAL FLOOR 5 PSF 20 PSF TYPICAL ROOF 5 PSF SNOW, PSF 28 PSF (MINIMUM UNIFORM) 100 PSF (NR) STAIRS 5 PSF NA NA C NOTE 2 CLADDING HORIZONTAL LOAD (APPLIED TO DIAPHRAGM) CLADDING DISTRIBUTED VERTICAL LOAD PER LOAD MAP (NOTE 3) NOTE 1 NOTES: 1. DO NOT APPLY MOMENTS TO STRUCTURE. 2. DO NOT APPLY HORIZONTAL LOADS BELOW THE STRUCTURAL DIAPHRAGM UNLESS BOTTOM CHORD BRACING (DESIGNED BY CONTRACTOR) HAS BEEN PROVIDED. 3. VERTICAL LOADS APPLIED AS POINT LOADS MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO SHOP DRAWING SUBMISSION. PRECAST PANEL, COLUMN, WALL, OR BARRIER CABLE SLAB PER PLAN NOTES: 1) THE APPLIED HORIZONTAL LOAD CAN ACT IN ANY DIRECTION. 2) THE TWO CONDITIONS DO NOT ACT CONCURRENTLY. DESIGN FOR WORSE CASE CONDITION. 3) LOADS SHOWN ARE UNFACTORED LIVE LOADS. 6,000 LBS ON AN AREA OF 1 SQUARE FOOT 1' - 6 " 6,000 LBS ON AN AREA OF 1 SQUARE FOOT 2' - 3 " C 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 0 : 4 8 P M S006 LOAD MAPS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 3/64" = 1'-0" S006 1 2ND FLOOR LOADING PLAN 3/64" = 1'-0" S006 3 3RD FLOOR / LOW ROOF LOADING PLAN N.T.S. S006 6 UNIFORM LOAD SCHEDULE N.T.S. S006 4 TYPICAL CLADDING LOAD APPLICATION N.T.S. S006 2 TYPICAL VEHICLE BARRIER LOADING DIAGRAM 3/64" = 1'-0" S006 5 UPPER ROOF LOAD MAP REVISION SCHEDULE NO. DESCRIPTION DATE 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 0 : 5 4 P M S007 AXONOMETRICS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 S007 1 3D - STRUCTURE ONLY - VIEW FROM NE S007 2 3D - STRUCTURE ONLY - VIEW FROM SW 3D VIEWS ARE FOR REFERENCE ONLY REVISION SCHEDULE NO. DESCRIPTION DATE 1 1 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 A A C C E E 295' - 0" 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" 12 0 ' - 0 " 11 ' - 0 " 49 ' - 0 " 60 ' - 0 " 12 0 ' - 0 " 60 ' - 0 " 44 ' - 0 " 16 ' - 0 " B D FOUNDATIONS SUPPORTED BY AGGREGATE PIERS DESIGNED BY SUPPLIER, TYP WF24, TYP UNO 8" NON-BEARING CMU WALL PER SCHEDULE, TYP UNO 2 13' - 2" WF 3 6 F7.0 F7.0 F7.0 F7.0 F8.0A F8.0 F8.0 F8.0 F8.0A F8.0 F8.0 F8.0 F7.0 F7.0 F8.0A F8.0 F8.0 F8.0 F8.0A F8.0 F8.0 F8.0 F8.0 F8.0 F10.0 F10.0 F14.0 F14.0 F9.0 F9.0 F9.0 F9.0 F9.0 F10.0 F10.0 F10.0 3 S304 1 S304 1 S304 1 S304 1 S304 1 S304 2 S304 2 S304 2 S304 S201 1 S202 1 8 S301 4 S304 6 S304 7 S304 7 S304 6 S304 6 S304 4 S304 T/FTG 97' - 0" T/FTG 97' - 0" T/FTG 97' - 0" T/FTG 97' - 0" T/FTG 96' - 0" T/FTG 97' - 0" T/FTG 97' - 0" T/FTG 97' - 0" T/FTG 96' - 0" T/FTG 95' - 0" T/FTG 97' - 0" T/FTG 96' - 0" T/FTG 95' - 0" T/FTG 96' - 0" T/FTG 97' - 0" WF 3 6 7 S304 7 S304 5 S304 5 S304 5 S304 8 S304 WF36 WF36 8 S304 9 S304 WF 3 6 WF 3 6 8 S304 1 S305 WF36 1 S305 WF36 WF36 WF36 WF36 WF36 WF36 9 S304 8 S304 TYP AT PRECAST PRECAST PANEL PER PRECAST SUPPLIER, TYP TYP AT PRECAST TYP TYP AT CURB WALL CONCRETE CURB WALL, TYP TYP AT PRECAST TYP AT PRECAST TYP AT CURB WALL FT G S T E P , TY P FT G S T E P , TY P 1' - 4" 7' - 7 1/2" 3 5/8" 3 5 / 8 " 8' - 2 5 / 8 " 10 ' - 1 3 / 4 " 9 S304 TYP AT CURB WALL TYP 8' - 0" TYP 8' - 0" UTILITY LINE PER MEP / CIVIL, TYP. SEE TYPICAL DETAILS 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 0 : 0 1 P M S100 FOUNDATION PLAN 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 1/16" = 1'-0" S100 1 FOUNDATION PLAN PARKING ISOMETRIC LEVEL 01 100'-0" LEVEL 02 111'-4" LEVEL 03 121'-6" GENERAL PLAN NOTES: 1. REFERENCE TOP OF SLAB (T/SLAB) = 100'-0" UNO (U.S.G.S. 847.50) 2. TOP OF INTERIOR FOOTING ELEVATION = 98'-0" UNO. 3. TOP OF PERIMETER FOOTING ELEVATION = 99'-0" UNO. 4. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 5. SEE ARCHITECTURAL, MEP, AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 6. PERIMETER DIMENSIONS ARE TO FACE OF STRUCTURAL CONCRETE WALLS, TYP UNO. 7. COORDINATE LOCATIONS OF ALL EMBEDS / OPENINGS WITH MEP, WALL SYSTEMS, AND ELEVATOR SUPPLIER PRIOR TO PLACING CONCRETE. 8. PLACE FOUNDATION CONCRETE MONOLITHICALLY OR PROVIDE KEYED CONSTRUCTION JOINT AND CONTINUOUS REINFORCEMENT. N REVISION SCHEDULE NO. DESCRIPTION DATE CM U L 1 CM U L 1 1 1 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 A A C C E E B D 295' - 0" 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" 12 0 ' - 0 " 11 ' - 0 " 49 ' - 0 " 60 ' - 0 " 12 0 ' - 0 " 60 ' - 0 " 44 ' - 0 " 16 ' - 0 " 2 13' - 2" S201 2 S202 2 CONTROL OR CONSTRUCTION JOINT, TYP FD FD FD SOG 1 SOG 1 SOG 1 4 S302 FD 100'-0" 100'-9" 100'-2" 100'-6" 100'-9" 100'-9" 100'-9" 102'-0 7/8" 103'-4 3/4" 104'-8 5/8" 106'-0 1/2" 97'-4 1/4" 98'-8" 100'-0" 100'-0" 100'-0" 100'-0" 99'-2" 99'-7" 99'-7" 99'-2" 100'-0" 98'-1 5/8" 99'-5" 96'-8 3/8" 98'-10" 99'-2 3/4" 105'-2 1/4" 99'-7 3/8" 103'-9 1/8" 100'-0" 102'-3 7/8" 99'-8 3/4" 100'-10 3/4" 99'-5 1/2" 99'-5 1/2" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 100'-0" 8" NON-BEARING CMU WALL PER SCHEDULE, TYP UNO 3 S304 1 S304 1 S304 1 S304 1 S304 1 S304 2 S304 2 S304 2 S304 8 S301 4 S304 6 S304 7 S304 7 S304 6 S304 4 S304 7 S304 7 S304 5 S304 5 S304 5 S304 8 S304 8 S304 9 S304 8 S304 1 S305 1 S305 9 S304 8 S304 TYP AT PRECAST PRECAST PANEL PER PRECAST SUPPLIER, TYP TYP AT PRECAST TYP TYP AT CURB WALL CONCRETE CURB WALL, TYP TYP AT PRECAST TYP AT PRECAST TYP AT CURB WALL 9 S304 TYP AT CURB WALL 100'-0" CONCRETE CURB WALL, TYP 100'-4" S304 10 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 4 : 1 7 : 2 5 P M S101 SLAB ON GRADE PLAN 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 1/16" = 1'-0" S101 1 SLAB ON GRADE PLAN PARKING ISOMETRIC LEVEL 01 100'-0" LEVEL 02 111'-4" LEVEL 03 121'-6" GENERAL PLAN NOTES: 1. REFERENCE TOP OF SLAB (T/SLAB) = 100'-0" UNO (U.S.G.S. 847.50). SEE PLAN FOR SPOT ELEVATIONS. TOP OF SLAB ELEVATIONS DO NOT INCLUDE WASH CONCRETE WHERE OCCURS. 2. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 3. SEE ARCHITECTURAL, MEP, AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 4. PERIMETER DIMENSIONS ARE TO FACE OF STRUCTURAL CONCRETE WALLS, TYP UNO. 5. PROVIDE REINFORCEMENT AT MID-DEPTH OF SLAB AT RE-ENTRANT CORNERS PER THE "TYPICAL ADDITIONAL SLAB REINFORCEMENT AT RE-ENTRANT CORNERS" DETAIL. 6. COORDINATE LOCATIONS OF ALL EMBEDS / OPENINGS WITH MEP, WALL SYSTEMS, AND ELEVATOR SUPPLIER PRIOR TO PLACING CONCRETE. 7. 'FD' INDICATES CAST IN FLOOR DRAINS. SEE CIVIL DRAWINGS AND TYPICAL DETAILS. 8. INSTALL SILANE SEALER TO SURFACE OF THE ENTIRE SLAB ON GRADE WITHIN THE PARKING STRUCTURE. 9. SHADING INDICATES AREAS WHERE WASH IS REQUIRED. 10. GALVANIZE ALL EMBEDDED STRUCTURAL STEEL AT PARKING STRUCTURE / RAMP. 11. SEE REINFORCING NOTES FOR REINFORCING STEEL EPOXY REQUIREMENTS. EPOXY COAT ALL REINFORCING AT PARKING STRUCTURE / RAMP SLAB ON GRADE. N REVISION SCHEDULE NO. DESCRIPTION DATE 1 1 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 A A C C E E B D 6" ONE-WAY POST-TENSIONED SLAB, TYP UNO 295' - 0" 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" 12 0 ' - 0 " 11 ' - 0 " 49 ' - 0 " 60 ' - 0 " 12 0 ' - 0 " 60 ' - 0 " 44 ' - 0 " 16 ' - 0 " 6" ONE-WAY POST-TENSIONED SLAB, TYP UNO 2 13' - 2" 2" EXPANSION JOINT S201 3 S202 3 3 S304 3 S351 1 S351 1 S351 2 S351 3 S351 FD FD SOG 1 B4 B5 B1 B1 B1 B1 B2 B3 PB 1 PB 2 PB 4 PB 3 PB15 PB 5 PB 6 PB 7 PB 7 PB 7 PB 7 PB 7 PB 7 PB 7 PB 7 PB 7 PB 7 PB 7 PB 7 PB 6 PB 5 PB 9 PB 1 0 PB 1 2 PB 1 1 PB 1 3 PB 1 4 PB15 6" ONE-WAY POST-TENSIONED SLAB, TYP UNO 111'-4" 111'-4" 111'-4" 111'-4" 112'-7 1/4" 113'-10 1/2" 115'-1 3/4" 116'-5" 108'-8 1/4" 110'-0 1/8" 111'-4" 111'-4" 111'-4" 110'-6" 110'-11" 110'-11" 110'-6" 111'-4" 109'-5 7/8" 110'-9" 108'-0 5/8" 110'-2" 110'-6 3/4" 115'-11 1/4" 110'-11 3/8" 114'-7 7/8" 111'-4" 113'-4 3/8" 111'-0 3/4" 112'-1" 111'-4" 111'-4" 107'-4 3/8" 106'-7 1/2" 111'-4" 111'-4" 111'-4" 111'-4" 111'-4" 111'-4" 111'-4" 111'-4" 111'-4" 111'-4" 111'-4" 111'-4" 111'-4" 111'-4" 111'-4" 111'-4" NON-BEARING CMU WALL BELOW, TYP B1 2 S351 2 S351 2 S351 6 S304 4 S351 5 S351 4 S351 B1 B1 4 S351 PB 8 PRECAST PANEL PER PRECAST SUPPLIER, TYP LIGHT POLE, TYP FD FD 110'-9 1/2" 110'-9 1/2" 1 S351 1 S351 T/COL = 115'-1" TYP AT PERIMETER OF 1-STORY COLUMNS, UNO T/COL = T/SLAB + 4'-0", TYP AT RAMP GRID LINE A UNO T/COL = T/SLAB + 4'-0" TYP AT RAMP GRID LINE C, UNO 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 1 : 2 6 P M S102 SECOND FLOOR FRAMING PLAN 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 1/16" = 1'-0" S102 1 2ND FLOOR FRAMING PLAN PARKING ISOMETRIC LEVEL 01 100'-0" LEVEL 02 111'-4" LEVEL 03 121'-6" GENERAL PLAN NOTES: 1. TOP OF PARKING STRUCTURE SLAB PER PLAN, TYP. TOP OF SLAB ELEVATIONS DO NOT INCLUDE WASH CONCRETE. 2. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 3. SEE ARCHITECTURAL, MEP, AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 4. COORDINATE LOCATIONS OF ALL OPENINGS WITH MEP, WALL SYSTEMS, AND ELEVATOR SUPPLIER PRIOR TO CONSTRUCTION. 5. GALVANIZE ALL EMBEDDED AND EXPOSED STRUCTURAL STEEL. 6. SEE REINFORCING NOTES FOR REINFORCING STEEL EPOXY REQUIREMENTS. 7. 'FD' INDICATES A CAST-IN FLOOR DRAIN. SEE TYPICAL DETAILS. COORDINATE SIZE AND LOCATIONS WITH PLUMBING DRAWINGS. 8. PROVIDE POSITIVE DRAINAGE TO FLOOR DRAINS. 9. SHADING INDICATES AREAS WHERE WASH IS REQUIRED. 10. INSTALL SILANE SEALER ON ALL HORIZONTAL SURFACES OF PARKING STRUCTURE. N REVISION SCHEDULE NO. DESCRIPTION DATE PARKING STRUCTURE MILD STEEL REINFORCEMENT SCHEDULE B1 MARK REINFORCEMENT REMARK BOTTOM BARS NOTES: 1. SEE "TYPICAL POST-TENSIONED SLAB DETAIL" FOR PLACEMENT INFORMATION. 2. LOCATE REINFORCING AT MID-DEPTH OF SLAB, PLACE WITHIN 3'-0" WIDTH AT EDGE OF SLAB. #4 x 10'-0" @ 12" OC STAGGER 1'-0" PER TYPICAL DETAIL X3 DIAPHRAGM BARS (3) #6 x 10'-0" @ 3" OC NOTE 2, PLACE AT 45 DEGREES TOP BARS T1 MARK REMARK MARK REMARK REINFORCEMENT REINFORCEMENT #4 x 5'-4" @ 12" OC T3 #4 x 10'-0" @ 12" OC STAGGER 1'-0" PER TYPICAL DETAIL X1 (3) #5 CONT PLACE TO SUPPORT HOOKED BARS X2 (3) #6 CONT PLACE TO SUPPORT HOOKED BARS T2 #4 x 6'-0" @ 12" OC 6 '-0 " #4 x 4'-4" @ 12" OC T4 B2 #4 x 12'-0" @ 12" OC STAGGER 1'-0" PER TYPICAL DETAIL 1 1 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 A A C C E E B D 295' - 0" 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" 12 0 ' - 0 " 11 ' - 0 " 49 ' - 0 " 60 ' - 0 " 12 0 ' - 0 " 60 ' - 0 " 44 ' - 0 " 16 ' - 0 " T3 X1 X2 X1 X3 T2 T1 B1 TYP, UNO (6) TEMP TENDONS AT EACH BAY, TYP UNO Fe = 17.87 K/FT TYP, GRIDS A-E, UNO X2 X1 X3 Fe = 50 K ADDITIONAL WITHIN 3'-0" OF SLAB EDGE T2 T1 TYP, UNO B1 TYP, UNO SLAB ON GRADE T1 TYP, UNO Fe = 50 K ADDITIONAL WITHIN 3'-0" OF SLAB EDGE Fe = 50 K ADDITIONAL WITHIN 3'-0" OF SLAB EDGE Fe = 50 K ADDITIONAL WITHIN 3'-0" OF SLAB EDGE Fe = 50 K ADDITIONAL WITHIN 3'-0" OF SLAB EDGE T3 X1 T1 T4 X2 T4 X2 T4 X2 T4 X2 T4 X2 Fe = 50 K ADDITIONAL WITHIN 3'-0" OF SLAB EDGE T4 T4 T3 T3 T3 X1 X1 (7) TEMP TENDONS 4' - 0" 15' - 5" 4' - 0" T4 X2 4' - 0" 15' - 4" 4' - 0" (7) TEMP TENDONS 4' - 0" 13' - 7" 4' - 0" 5' - 0 " , T Y P X1 B2 B2 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 1 : 3 0 P M S102.R SECOND FLOOR PT / REINFORCING PLAN 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 1/16" = 1'-0" S102.R 1 2ND FLOOR PT / REINFORCING PLAN GENERAL NOTES: 1. SEE S102 FOR BEAM CALLOUTS, ELEVATIONS, AND ADDITIONAL INFORMATION. 2. T# / B# INDICATES MILD STEEL REINFORCING. SEE SCHEDULE. 3. CENTER OF GRAVITY OF SLAB MAIN TENDONS IS AS FOLLOWS: 3" AT ANCHORAGE (DEAD AND STRESSING ENDS) 3 3/4" AT SUPPORTS 1 1/4" AT MID-SPAN 4. PROVIDE EPOXY-COATED REINFORCING FOR THE FOLLOWING LOCATIONS: COLUMNS - TIES WITHIN BEAM DEPTH AT ALL PERIMETER AND RAMP COLUMNS POST-TENSIONED SLABS - TOP AND BOTTOM BARS, SUPPORT BARS AND BACKUP BARS BEAMS - BEAM TOP REINFORCEMENT AND STIRRUPS UPTURNED BEAMS - BEAM BOTTOM REINFORCEMENT AND STIRRUPS 5. Fe = EFFECTIVE FORCE 6. ALL PT TENDONS SHALL BE ENCAPSULATED. N REVISION SCHEDULE NO. DESCRIPTION DATE 1 1 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 A A C C E E B D 295' - 0" 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" 12 0 ' - 0 " 11 ' - 0 " 49 ' - 0 " 60 ' - 0 " 12 0 ' - 0 " 60 ' - 0 " 44 ' - 0 " 16 ' - 0 " 6" ONE-WAY POST-TENSIONED SLAB, TYP UNO S202 5 2 13' - 2" ROOF S201 4ROOF S202 4 3RD FLOOR 1 S351 B5 B4 PB 7 PB 7 PB 7 PB 7 PB 1 0 PB 1 2 PB15 PB 9 PB 1 6 PB 1 1 PB 1 3 PB 1 4 6" ONE-WAY POST-TENSIONED SLAB, TYP UNO 118'-11 1/2" 120'-2 3/4" 121'-6" 121'-6" 121'-6" 120'-8" 121'-1" 120'-8" 119'-9 5/8" 118'-6 1/8" 117'-8 1/4" 117'-2 3/4" 121'-6" 121'-6" 121'-6" 121'-6" 121'-6" 121'-6" 121'-6" B1 B1 4 S351 2 S351 3 S351 4 S351 2 S351 6 S351 PRECAST PANEL PER PRECAST SUPPLIER, TYP LIGHT POLE. TYP FD 121'-1" T/COL = T/SLAB + 4'-0" TYP AT RAMP GRID LINE C, UNO T/COL = 125'-3" TYP AT PERIMETER OF 2-STORY COLUMNS, UNO T/COL = 124'-8" T/COL = T/SLAB + 4'-0", TYP AT RAMP GRID LINE A UNO 1 S351 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 1 : 3 3 P M S103 THIRD FLOOR FRAMING PLAN 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 1/16" = 1'-0" S103 1 3RD FLOOR FRAMING PLAN PARKING ISOMETRIC LEVEL 01 100'-0" LEVEL 02 111'-4" LEVEL 03 121'-6" GENERAL PLAN NOTES: 1. TOP OF PARKING STRUCTURE SLAB PER PLAN, TYP. TOP OF SLAB ELEVATIONS DO NOT INCLUDE WASH CONCRETE. 2. REFER TO STRUCTURAL GENERAL NOTES, LEGEND, SCHEDULES, TYPICAL DETAILS, AND SPECIAL INSPECTION REQUIREMENTS FOR ADDITIONAL INFORMATION. 3. SEE ARCHITECTURAL, MEP, AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS. 4. COORDINATE LOCATIONS OF ALL OPENINGS WITH MEP, WALL SYSTEMS, AND ELEVATOR SUPPLIER PRIOR TO CONSTRUCTION. 5. GALVANIZE ALL EMBEDDED AND EXPOSED STRUCTURAL STEEL. 6. SEE REINFORCING NOTES FOR REINFORCING STEEL EPOXY REQUIREMENTS. 7. 'FD' INDICATES A CAST-IN FLOOR DRAIN. SEE TYPICAL DETAILS. COORDINATE SIZE AND LOCATIONS WITH PLUMBING DRAWINGS. 8. PROVIDE POSITIVE DRAINAGE TO FLOOR DRAINS. 9. SHADING INDICATES AREAS WHERE WASH IS REQUIRED. 10. INSTALL SILANE SEALER ON ALL HORIZONTAL SURFACES OF PARKING STRUCTURE. N REVISION SCHEDULE NO. DESCRIPTION DATE 1 1 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 A A C C E E B 12 0 ' - 0 " 11 ' - 0 " 49 ' - 0 " 60 ' - 0 " 295' - 0" 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" 12 0 ' - 0 " 60 ' - 0 " 60 ' - 0 " B1 TYP, UNO (6) TEMP TENDONS AT EACH BAY, TYP UNO Fe = 17.87 K/FT TYP, GRIDS A-E, UNO X2 X1 X3 T2 T1 TYP, UNO B1 TYP, UNO T1 TYP, UNO Fe = 50 K ADDITIONAL WITHIN 3'-0" OF SLAB EDGE T3 X1 T1 T4 X2 T4 X2 T4 X2 Fe = 50 K ADDITIONAL WITHIN 3'-0" OF SLAB EDGE T4 T3 T3 X1 Fe = 50 K ADDITIONAL WITHIN 3'-0" OF SLAB EDGE Fe = 50 K ADDITIONAL WITHIN 3'-0" OF SLAB EDGE 4' - 0" 15' - 4" 4' - 0" (7) TEMP TENDONS 4' - 0" 13' - 7" 4' - 0" 5' - 0 " , T Y P X1 B2 PARKING STRUCTURE MILD STEEL REINFORCEMENT SCHEDULE B1 MARK REINFORCEMENT REMARK BOTTOM BARS NOTES: 1. SEE "TYPICAL POST-TENSIONED SLAB DETAIL" FOR PLACEMENT INFORMATION. 2. LOCATE REINFORCING AT MID-DEPTH OF SLAB, PLACE WITHIN 3'-0" WIDTH AT EDGE OF SLAB. #4 x 10'-0" @ 12" OC STAGGER 1'-0" PER TYPICAL DETAIL X3 DIAPHRAGM BARS (3) #6 x 10'-0" @ 3" OC NOTE 2, PLACE AT 45 DEGREES TOP BARS T1 MARK REMARK MARK REMARK REINFORCEMENT REINFORCEMENT #4 x 5'-4" @ 12" OC T3 #4 x 10'-0" @ 12" OC STAGGER 1'-0" PER TYPICAL DETAIL X1 (3) #5 CONT PLACE TO SUPPORT HOOKED BARS X2 (3) #6 CONT PLACE TO SUPPORT HOOKED BARS T2 #4 x 6'-0" @ 12" OC 6 '-0 " #4 x 4'-4" @ 12" OC T4 B2 #4 x 12'-0" @ 12" OC STAGGER 1'-0" PER TYPICAL DETAIL 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 1 : 3 6 P M S103.R THIRD FLOOR PT/ REINFORCING PLAN 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 1/16" = 1'-0" S103.R 1 3RD FLOOR PT / REINFORCING PLAN GENERAL NOTES: 1. SEE S103 FOR BEAM CALLOUTS, ELEVATIONS, AND ADDITIONAL INFORMATION. 2. T# / B# INDICATES MILD STEEL REINFORCING. SEE SCHEDULE. 3. CENTER OF GRAVITY OF SLAB MAIN TENDONS IS AS FOLLOWS: 3" AT ANCHORAGE (DEAD AND STRESSING ENDS) 3 3/4" AT SUPPORTS 1 1/4" AT MID-SPAN 4. PROVIDE EPOXY-COATED REINFORCING FOR THE FOLLOWING LOCATIONS: COLUMNS - TIES WITHIN BEAM DEPTH AT ALL PERIMETER AND RAMP COLUMNS POST-TENSIONED SLABS - TOP AND BOTTOM BARS, SUPPORT BARS AND BACKUP BARS BEAMS - BEAM TOP REINFORCEMENT AND STIRRUPS UPTURNED BEAMS - BEAM BOTTOM REINFORCEMENT AND STIRRUPS 5. Fe = EFFECTIVE FORCE 6. ALL PT TENDONS SHALL BE ENCAPSULATED. N REVISION SCHEDULE NO. DESCRIPTION DATE CM U L 1 CM U L 1 CM U L 1 CMUL2 CMUL1 CM U L 2 1 1 3 3 E E D D 2 2 13' - 2" 11' - 4" 16 ' - 0 " 8" NON-BEARING CMU WALL PER SCHEDULE, TYP UNO 13' - 2" 11' - 4" 16 ' - 0 " C1 C1 PRECAST PANEL PER PRECAST SUPPLIER, TYP SUMP PIT PER TYPICAL DETAIL. COORDINATE WITH ELEVATOR SUPPLIER, TYP T/FTG 96' - 0" SEE NOTE 1 8 S301 F7.0 F4.0 F7.0 F7.0 F4.0 WF24, TYP UNO 30" THICK MAT FOUNDATION 2 S305 2 S305 3 S305 3 S305 8 S304 4 S305 3 5/8" 6' - 7 3/8" 8' - 2 3 / 8 " 3 5 / 8 " 2' - 6 1 / 2 " 5' - 11" 2 3 / 8 " 4 S305 OPPHD 1 1 3 3 E E D D 2 2 13' - 2" 11' - 4" 16 ' - 0 " 16 ' - 0 " HSS8X6X1/4 CMU1 PRECAST PANEL PER PRECAST SUPPLIER, TYP ENTRANCE PLATFORM 11 S302 CMU2 NON-BEARING CMU WALL PER SCHEDULE, TYP UNO 8 S301 2 S305 2 S305 3 S305 3 S305 8 S304 CMU1 CMU2 CONTROL OR CONSTRUCTION JOINT, TYP T/STL 105'-8" 11 S502 6' - 4" 5' - 0" 2' - 0 " 2' - 0 " 6 S305 1 1 3 3 E E D D 2 2 METAL PAN STAIR PER SUPPLIER 13' - 2" 11' - 4" 16 ' - 0 " 13' - 2" 11' - 4" 16 ' - 0 " S1 HS S 6 X 6 X 1 / 4 HS S 6 X 6 X 1 / 4 HS S 1 0 X 6 X 3 / 8 HS S 1 0 X 6 X 3 / 8 HSS10X6X3/8 HSS6X6X1/4 HSS6X6X1/4 HSS10X6X3/8 CMU1 CMU1 5 S502 PRECAST PANEL PER PRECAST SUPPLIER, TYP CMU1 CMU2 CMU1 CMU2 5 S402 5 S402 6 S402 6 S402 5" EOS 5 S502 6 S502 5 1 / 2 " E O S 3" E O S 7 S502 3 5/8" EOS 3' - 9 3/8" 3' - 9 3/8" 7 S502 L4X4X1/4 L4X4X1/4 L4 X 4 X 3 / 8 ANCHOR DECK SUPPORT ANGLE PER TYPICAL DETAIL L4X4X1/4 L4X4X1/4 L4X4X1/4 L4 X 4 X 3 / 8 8 S502 11 S402 1 1 3 3 E E D D 2 2 13' - 2" 11' - 4" 16 ' - 0 " 13' - 2" 11' - 4" 16 ' - 0 " D2 D1 HS S 6 X 6 X 1 / 4 HS S 6 X 6 X 1 / 4 HS S 6 X 6 X 1 / 4 HS S 6 X 6 X 3 / 8 HS S 6 X 6 X 3 / 8 HS S 6 X 6 X 3 / 8 W8 X 1 8 H O I S T B E A M 7 5/8" 3 5/8" 6' - 7 3/8" 7 5/8" 3' - 9 1/2" 4' - 1 7/8" 4' - 1 7/8" 4' - 1 7/8" 7 5/8" 4 3/8" 7 5 / 8 " 6' - 8 " 7 5 / 8 " 8' - 2 3 / 8 " 3 5 / 8 " 7 5 / 8 " PRECAST PANEL PER PRECAST SUPPLIER, TYP 4 S402 4 S402 7 S402 7 S402 4 S502 9 S502 DECK/BRG = 125'-4" 10 S502 11" EOD 1' - 0 " E O D 8 S402 8 S402 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 0 : 2 4 P M S201 ENLARGED PLANS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 1/4" = 1'-0" S201 1 ENLARGED SOUTHWEST TOWER FOUNDATION PLAN 1/4" = 1'-0" S201 2 ENLARGED SOUTHWEST TOWER SLAB ON GRADE PLAN 1/4" = 1'-0" S201 3 ENLARGED SOUTHWEST TOWER SECOND FLOOR FRAMING PLAN 1/4" = 1'-0" S201 4 ENLARGED SOUTHWEST TOWER ROOF FRAMING PLAN NOTES: 1. VERIFY LOCATION AND ELEVATION OF HOIST BEAM WITH ELEVATOR SUPPLIER PRIOR TO CONSTRUCTION. HOIST BEAM TO BE HELD BELOW ROOF DECK. 2. DECK BEARING (DECK/BRG) ELEVATION = 121'-9 3/4" UNO. NOTES: 1. VERIFY PIT DEPTH WITH SELECTED ELEVATOR(S) PRIOR TO FABRICATION OF ELEVATOR PIT REINFORCEMENT. NOTES: 1. TOP OF SLAB (T/SLAB) ELEVATION = 111'-4" UNO. 2. TOP OF STEEL (T/STL) ELEVATION = 110'-9 1/2" UNO. REVISION SCHEDULE NO. DESCRIPTION DATE CMUL1 14 15 A B 20' - 7 1/2" 11 ' - 0 " C2 8 S304 8 S301 WF24 WF 2 4 WF 2 4 F8.0 F8.0 F8.0 F5.0 8" 8" 4 3/8" PRECAST PANEL PER PRECAST SUPPLIER, TYP 14 15 A B 20' - 7 1/2" 11 ' - 0 " ENTRANCE PLATFORM 11 S302 8 S304 8 S301 CMU1 PRECAST PANEL PER PRECAST SUPPLIER, TYP CONTROL OR CONSTRUCTION JOINT, TYP 2' - 0" 6' - 0" 6 S305 6' - 0 " 6" 14 15 A B METAL PAN STAIR PER SUPPLIER 20' - 7 1/2" 11 ' - 0 " CMU1 1 S502 2 S502 HS S 1 0 X 6 X 3 / 8 11 1 ' - 4 " HSS10X6X3/8 WIND GIRT T/STL 111' - 4" PRECAST PANEL PER PRECAST SUPPLIER, TYP 9 S402 AT STAIR LANDING 7 S351 14 15 A B D1 4 3/8" 7 5/8" 19' - 7 1/2" 10 ' - 0 " 7 5 / 8 " 4 3 / 8 " 3 S502 4 S502 PRECAST PANEL PER PRECAST SUPPLIER, TYP 1' - 0" 21' - 7 1/2" 1' - 0 " 12 ' - 0 " 7 S402 7 S402 14 15 A B 20' - 7 1/2" 11 ' - 0 " METAL PAN STAIR PER SUPPLIER CMU1 CMU1 1 S502 HS S 1 0 X 6 X 3 / 8 T/ S T L 12 1 ' - 6 " 2 S502 HSS10X6X3/8 WIND GIRT T/STL 121' - 6" PRECAST PANEL PER PRECAST SUPPLIER, TYP 9 S402 AT STAIR LANDING 10 S402 5' - 1 0 " 5' - 1 0 " 11 ' - 8 " 7' - 4" 7' - 4" 14' - 8" 5 S305 2'-0" DIA FDN, TYP UNO 3'-0" DIA FDN SEE ARCH AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION 3'-0" DIA FDN 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 2 : 1 2 P M S202 ENLARGED PLANS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 1/4" = 1'-0" S202 1 ENLARGED NORTHEAST TOWER FOUNDATION PLAN 1/4" = 1'-0" S202 2 ENLARGED NORTHEAST TOWER SLAB ON GRADE PLAN 1/4" = 1'-0" S202 3 ENLARGED NORTHEAST TOWER SECOND FLOOR FRAMING PLAN 1/4" = 1'-0" S202 5 ENLARGED NORTHEAST TOWER ROOF FRAMING PLAN 1/4" = 1'-0" S202 4 ENLARGED NORTHEAST TOWER THIRD FLOOR FRAMING PLAN 1/4" = 1'-0" S202 6 ENLARGED DUMPSTER ENCLOSURE FOUNDATION PLAN NOTES: 1. DECK BEARING = 130'-1" REVISION SCHEDULE NO. DESCRIPTION DATE Level 01 100' - 0" Level 02 111' - 4" Level 03 121' - 6" 1 3 4 5 6 7 8 9 10 11 12 13 14 15 295' - 0" 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" Level 01 100' - 0" Level 02 111' - 4" Level 03 121' - 6" 1 3 4 5 6 7 8 9 10 11 12 13 14 15 S321 3 TYP 295' - 0" 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" 11' - 4 1/2" 11' - 4 1/2" 11' - 4 1/2" 11' - 4 1/2" S312 9 TYP Level 01 100' - 0" Level 02 111' - 4" Level 03 121' - 6" 1 3 4 5 6 7 8 9 10 11 12 13 14 15 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" 295' - 0" 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 1 : 4 0 P M S203 BUILDING SECTIONS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 3/32" = 1'-0" S203 3 BUILDING SECTION BETWEEN GRIDS C AND D 3/32" = 1'-0" S203 2 BUILDING SECTION AT GRID C 3/32" = 1'-0" S203 1 BUILDING SECTION BETWEEN GRIDS B AND C REVISION SCHEDULE NO. DESCRIPTION DATE Level 01 100' - 0" Level 02 111' - 4" Level 03 121' - 6" 1 3 4 5 6 7 8 9 10 11 12 13 14 15 2 S321 6 295' - 0" 13' - 2" 11' - 4" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" TYP Level 01 100' - 0" Level 02 111' - 4" Level 03 121' - 6" 1345678910 11 12 13 14 15 S321 6 295' - 0" 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" S312 9 TYP TYP Level 01 100' - 0" Level 02 111' - 4" Level 03 121' - 6" A C ED 120' - 0" 60' - 0" 44' - 0" 16' - 0" Level 01 100' - 0" Level 02 111' - 4" Level 03 121' - 6" ACEB 120' - 0" 60' - 0" 49' - 0" 11' - 0" 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 0 : 3 1 P M S204 BUILDING ELEVATIONS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 3/32" = 1'-0" S204 1 SOUTH BUILDING ELEVATION 3/32" = 1'-0" S204 2 NORTH BUILDING ELEVATION 3/32" = 1'-0" S204 3 WEST BUILDING ELEVATION 3/32" = 1'-0" S204 4 EAST BUILDING ELEVATION REVISION SCHEDULE NO. DESCRIPTION DATE 1 2 1 2 1 2 1' - 0" CONTINUOUS SHEAR KEY NOTE: 1. APPLY BOND BREAKER TO CONSTRUCTION JOINT (FULL DEPTH) TOOL AND SEAL JOINT (COORDINATE W/ SEALANT MANUFACTURER) 1 1/2" 3 1 / 2 " 3" 1 2 10 " JOINT SEALANT 1/2" EXPANSION JOINT MATERIAL VERTICAL FACE OR TRANSITION CONSTRUCTION JOINT SINGLE POUR 1 1 1 1 6" MIN PL A N SE E T/SLAB PER PLAN T/SLAB PER PLAN RECESS PER PLAN SOG PER PLAN PL A N SE E RECESS PER PLAN SOG PER PLAN 10" MIN CONSTRUCTION JOINT SLAB THICKNESS TRANSITION 1 1 PL A N SE E T/SLAB PER PLAN SOG PER PLAN CONSTRUCTION JOINT AS REQUIRED DOWEL PER "TYPICAL SLAB ON GRADE JOINTS" DETAIL DOWEL PER "TYPICAL SLAB ON GRADE JOINTS" DETAIL IF CONSTRUCTION JOINT IS USED (DOWELS BASED ON THINNER SLAB) 3/4" CHAMFERED EDGES SLAB PER PLAN #4 @ 12" OC EACH WAY #4 @ 12" OC EACH WAY #4 DOWELS @ 48" OC DRILL AND EPOXY TO FLOOR SLAB NOTE : COORDINATE EXACT LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND EQUIPMENT SUPPLIER. VERIFY DIMENSIONS W/MECH DWGS 6" 1" 2" C L R 6" (MIN) COMPACTED CRUSHED STONE BASE #4 @ 12" OC (MAX), TYP #4 @ 12" OC (MAX) EACH WAY AT MID-DEPTH #4 @ 12" OC (MAX) EACH WAY AT MID-DEPTH 1" CHAMFER TYP AT CORNERS NOTES: 1. CONCRETE 28-DAY COMPRESSIVE STRENGTH = 4000 PSI, MINIMUM. AIR ENTRAINMENT =6% +/- 1% MAX W/C RATIO = 0.45 BROOM FINISH SURFACE 2. PROVIDE SAW-CUT CONTROL JOINTS SPACED NOT MORE THAN 24 TIMES THE SLAB THICKNESS CENTER-TO-CENTER, UNO. SEAL JOINTS WITH WEATHER-RESISTANT SEALANT. 3. SEE PLANS FOR OVERALL PAD DIMENSIONS. 4. COORDINATE EXACT LOCATION WITH CIVIL AND MECHANICAL DRAWINGS, AND EQUIPMENT SUPPLIER. MIN 8" MIN 8" TURN-DOWN ALL 4 SIDES 8" T/PAD PER CIVIL GRADE PER CIVIL M I N 3 ' - 0 " 3" CLR T Y P 3 " C L R 3" CLR FLOOR DRAIN NOTES: 1. SET FLOOR DRAIN PRIOR TO CONCRETE PLACEMENT. 2. COORDINATE LOCATION WITH PLUMBING CONTRACTOR. (1) #5 x 4'-0" (4 SIDES, EPOXY COATED) SLAB PER PLAN 1/2" EXP JT MATL 1/2" EXP JT MATL CMU WALL AND REINF PER PLAN HOOKED DOWEL, SIZE AND SPACING TO MATCH VERT REINF. LAP SPLICE PER MASONRY LAP SPLICE CHART, UNO. FTG PER PLAN 3 " C L R T/SLAB PER PLAN T/FTG PER PLAN NOTES: 1. AT CONTRACTOR'S OPTION "TYPICAL THICKENED SLAB AT NON-BEARING WALLS" DETAIL MAY BE USED AS AN ACCEPTABLE ALTERNATIVE FOR NON-BEARING WALLS WHERE APPLICABLE. MARK FTG SIZE FTG REINF REMARKS COLUMN FOOTING SCHEDULE F4.0 4'-0" x 4'-0" x 2'-6" (5) #5 EW BOT F5.0 5'-0" x 5'-0" x 2'-6" (6) #5 EW BOT F7.0 7'-0" x 7'-0" x 2'-6" (9) #6 EW BOT F8.0 8'-0" x 8'-0" x 2'-6" (9) #7 EW BOT F8.0A 8'-0" x 8'-0" x 2'-6" (9) #7 EW TOP AND BOT F9.0 9'-0" x 9'-0" x 2'-6" (10) #7 EW BOT F10.0 10'-0" x 10'-0" x 2'-6" (11) #8 EW BOT F14.0 14'-0" x 14'-0" x 3'-0" (14) #9 EW BOT MARK SIZE (W x D) FTG REINF REMARKS WALL FOOTING AND THICKENED SLAB SCHEDULE WF24 2'-0" x 2'-6" (2) #5 CONT BOTTOM WF36 3'-0" x 2'-6" (3) #5 CONT BOTTOM SLAB ON GRADE SCHEDULE MARK SIZE REINFORCEMENT REMARKS SOG 1 5" FIBER REINFORCEMENT VAPOR RETARDER NA SUB-BASE 6" COMPACTED DRAINAGE FILL SLAB ON GRADE DIAGRAM VAPOR RETARDER PER SCHEDULE PLACE REINFORCEMENT 2" CLEAR FROM TOP OF SLAB, UNO SUB-BASE PER SCHEDULE UNIFORMLY SLOPED BASE BENCHED BASE NOTES : 1. SEE PLAN FOR STEP LOCATIONS AND ELEVATIONS. 2. MAXIMUM SINGLE STEP HEIGHT = 4'-0". 3. USE BENCHED BASE STEPPED FOOTING WHEN TOTAL ELEVATION CHANGE "H" EXCEEDS 4'-0". FOOTING PER PLAN CONT BARS CONT BARS CONT BARS CONT BARS FOOTING PER PLAN BARS CONT SPLICE LAP 2H2 (MAX) 2H 1'-0" MIN 2H1 EQ EQ 2H2 1'-0" MIN LAP SPLICE, MIN T/FTG PER PLAN T/FTG PER PLAN T/FTG PER PLAN H 2 H 1 H T/FTG PER PLAN T/FTG PER PLAN T/FTG PER PLAN H 2 H 1 H SPLICE LAP SPLICE LAP BARS CONT SPLICE LAP BARS CONT SPLICE LAP WALL 3 " C L R 1 ' - 0 " 1 1 1' - 6" (2) #5 CONT #4 X @ 2'-0" 1'-6" 1'-6" HOOKED REINF AT CMU / CONC WALLS 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 0 : 3 5 P M S301 FOUNDATION SECTIONS, DETAILS, AND SCHEDULES 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S301 10 TYPICAL SOG CONSTRUCTION JOINT DETAIL FOR PARKING SURFACES N.T.S. S301 9 TYPICAL SOG ISOLATION JOINT N.T.S. S301 4 TYPICAL SLAB ON GRADE STEP DETAILS N.T.S. S301 5 TYPICAL EQUIPMENT PAD N.T.S. S301 6 TYPICAL EXTERIOR EQUIPMENT PAD DETAIL N.T.S. S301 7 TYPICAL FLOOR DRAIN DETAIL (SOG) N.T.S. S301 8 TYPICAL INTERIOR CMU WALL FOOTING N.T.S. S301 1 COLUMN FOOTING SCHEDULE N.T.S. S301 2 WALL FOOTING SCHEDULE N.T.S. S301 3 SLAB-ON-GRADE SCHEDULE N.T.S. S301 11 TYPICAL STEPPED FOOTING REVISION SCHEDULE NO. DESCRIPTION DATE N.T.S. S301 12 TYPICAL THICKENED SLAB AT NON-BEARING WALLS SELF-EXPANDING WATERSTOP PER SPECS 6" MIN T/SLAB PER PLAN BELOW GRADE WALL PER PLAN SLAB ON GRADE PER PLAN WATERPROOFING PER SPECS FOOTING PER PLAN WATERPROOFING PER SPECS NOTES: 1. THIS DETAIL APPLIES TO ALL BELOW GRADE CONCRETE WALLS. 2. REINFORCING IN SLAB, WALL, AND FOOTING NOT SHOWN FOR CLARITY. FREE DRAINING COMPACTED GRANULAR FILL (NO. 5 OR NO. 8 CRUSHED STONE) FILTER FABRIC COORD FOOTING DRAIN W/ PLUMBING / CIVIL, MIN 6" FOOTING DRAIN W/ FILTER FABRIC 2' - 0" EQ EQ C L R 2 " (1) #4 x 3'-0" ON (4) SIDES (EPOXY COATED) INFILL WITH CONC PIPE6STD (GALV) 1 1 SEAL JOINT SLEEVE (GALV) PIPE8XXS W/ (4) 3/4" DIA X 5" STUDS (GALV) CAP PL1/4 (GALV) 1/4 1/4 .1'-0" . 3 '-6 " 8" RAD 3 ' - 6 " INFILL W/ CONCRETE PIPE 6 STD (GALV) EMBED 3'-0" SEAL JOINT #4 TIES X 3 " (2) #4 TIES @ TOP SLOPE SECTION 1'-6" DIA. CLR 3" (4) #4 X . TIES 8" RAD . 3 '-6 " 2 " 2 " C L R @ 12" OC 6 " SEAL JOINT 1 1/2" RADIUS INTENTIONALLY ROUGHEN SURFACE CONTROL JOINTS TO MATCH SLAB ON GRADE MIN. 1' - 0" MIN. 1' - 0" (SEE FTG SCHED.) MIN. 1' - 0" COLUMN 2 1 1 1 C L R 3 " CLR 3" REINF. (SEE FTG SCHED) FOOTINGS ON NATIVE OR COMPACTED SOILS HAND-TOOLED OR SAW CUT JOINT. SEAL JOINT PER SPECIFICATIONS 1 1 /4 " M I N NOTES: 1. PRIOR TO SEALING JOINT, PREPARE JOINT PER SEALANT MANUFACTURER. SLAB ON GRADE PER PLAN 1/8" MIN RADIUS, TYP 1/2" MAX RADIUS, TYP 3' - 0" 2 " NOTE: 1. T/SOG ELEVATIONS ON PLANS DO NOT INCLUDE WASH CONCRETE. 3/4" CHAMFER ELEVATION PER PLAN WALL FTG OR GRADE BEAM PER PLAN CONT REINF COLUMN FOOTING PER PLAN OPENING PER PLAN WALL PER PLAN #4 BAR x (OPENING + 3'-0") AT SLAB MID-DEPTH (1) #4 BAR x 2'-6" AT SLAB MID-DEPTH (1) #4 BAR x 2'-6" AT SLAB MID-DEPTH ADDITIONAL REINFORCEMENT NOT REQUIRED AT CJ CJ WALL OPENINGS RE-ENTRANT CORNERS ADDITIONAL REINFORCING NOT REQUIRED AT CJ E Q E Q 2 1 /2 " C L R NOTES : 1. SEE PLUMBING DRAWINGS FOR LOCATION AND SIZE OF PENETRATIONS. 2. DETAIL SHOWN IS FOR MAXIMUM OF 12" DIA PIPE. FOR LARGER SIZE, CONTACT STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. 1 1 1 OF PIPE SEAL VOID WITH PERMANENT COMPRESSIBLE FILLER SLEEVE FOR PIPE, 2" DIA LARGER THAN PIPE, CENTERED T/FTG PER PLAN 1' - 6" 1' - 6" PENETRATION BELOW FOOTING LEAN CONCRETE OR FLOWABLE FILL, SAME WIDTH AS FOOTING 6 ", M I N 6 ", M I N WALL FOOTING PER PLAN 1 FINISH GRADE SEE CIVIL DWGS FOR ELEVATION D E P T H T O M A T C H A D J A C E N T F O U N D A T I O N S T Y P 3 S I D E S (2) #5 BARS CONT 8" BACKFILL WITH COMPACTED CLEAN GRANULAR DRAINAGE FILL SEE ARCH DWGS FOR DIMENSIONS #4 DOWELS x 2'-0" @ 24" OC WHERE SIDEWALK OCCURS 6x6-W1.4xW1.4 WWF SLOPED 4" SLAB 1/2" EXP JT MATERIAL INTERIOR SLAB PER PLAN FOUNDATION PER PLAN #4 DOWELS @ 12" OC 2'-6" 2 '-6 " E Q . E Q . 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 0 : 0 5 P M S302 FOUNDATION SECTIONS AND DETAILS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S302 1 TYPICAL WATERSTOP AND WATERPROOFING N.T.S. S302 2 TYPICAL BOLLARD DETAIL (SOG) N.T.S. S302 3 TYPICAL REINFORCED BOLLARD DETAIL (AT GRADE) N.T.S. S302 4 TYPICAL ISLAND DETAIL N.T.S. S302 5 TYPICAL FTG / EXCAVATION LIMITS DETAIL N.T.S. S302 6 TYPICAL SOG CONTROL JOINT DETAIL FOR PARKING STRUCTURE N.T.S. S302 7 TYPICAL (SOG) WASH DETAIL N.T.S. S302 8 TYPICAL FOUNDATION INTERSECTION N.T.S. S302 9 TYPICAL ADDITIONAL SLAB REINFORCEMENT AT RE-ENTRANT CORNERS N.T.S. S302 10 TYPICAL WALL FOOTING DETAIL AT PIPE PENETRATION N.T.S. S302 11 TYPICAL ENTRANCE PLATFORM REVISION SCHEDULE NO. DESCRIPTION DATE CONC INFILL (MATCH SOG DEPTH, MIN) 1/2" EXP JT MATERIAL CONTROL JOINT, TYP 4 " , T Y P COLUMN PER PLAN COLUMN PER PLAN CONC INFILL (MATCH SOG DEPTH, MIN) EDGE OF SLAB 4 ", T Y P 1/2" EXP JT MATERIAL CONC INFILL (MATCH SOG DEPTH, MIN) EDGE OF SLAB COLUMN PER PLAN 4 ", T Y P #5 BENT BARS @ 8" OC EW MIN 8" (4) CONT BARS, MATCH TYP PIT SLAB REINF SELF EXPANDING STRIP WATERSTOP TYPICAL ELEVATOR PIT WALL .PROVIDE THE FOLLOWING WHEN COVER GRATING IS REQUIRED: L1-1/4x1-1/4x1/4 WITH 1/8"x1"x STRAP ANCHORS @ 1'-0" OC (MINIMUM OF 2 PER ANGLE) TYPICAL AT SLAB EDGES AT SUMP PIT. WHEN SUMP PIT OCCURS AT CORNER OF ELEVATOR PIT AND COVER GRATING IS REQUIRED, PROVIDE SHELF ANGLE L1-1/2x1-1/2x1/4 BOLTED TO CONCRETE WITH 1/4 DIA EXPANSION ANCHORS @ 1'-0" OC (MINIMUM OF 2 BOLTS PER ANGLE) 1-1/2" EMBEDMENT. TYPICAL ELEVATOR PIT SLAB STD 90 DEG HOOK, TYP 1 1 NOTE: DETAIL SHOWN IS FOR MAXIMUM SUMP PIT DEPTH, D, OF 2'-0". FOR DEPTHS GREATER THAN 2'-0", CONTACT STRUCTURAL ENGINEER PRIOR TO FABRICATION OF REINFORCEMENT. VERIFY LOCATION AND DIMENSIONS OF SUMP PIT WITH MECHANICAL CONTRACTOR. D 6" 1" 4" 4" 4" TYP CONCRETE INFILL CONCRETE INFILL CONCRETE INFILL 1/2" EXP JT MATERIAL CONTROL JOINT, TYP COLUMN PER PLAN EDGE OF SLAB 1/2" EXP JT MATERIAL EDGE OF SLAB EDGE OF SLAB COLUMN PER PLAN NOTES: 1. FOR COLUMNS PLACED AFTER SLAB-ON-GRADE, SIZE ISOLATION JOINT AS REQUIRED TO ALLOW FOR BASE PLATE INSTALLATION AND TIGHTENING OF ANCHOR RODS AND MAINTAIN NOT LESS THAN 4" MINIMUM CLEAR BETWEEN COLUMN AND ISOLATION JOINT. 2. FOR COLUMNS PLACED BEFORE SLAB-ON-GRADE, SIZE ISOLATION JOINT AS REQUIRED TO KEEP ALL ANCHOR RODS WITHIN THE ISOLATION JOINT AND MAINTAIN NOT LESS THAN 4" MINIMUM CLEAR BETWEEN COLUMN AND ISOLATION JOINT. 3. FOR CIRCULAR ISOLATION JOINTS AT PERIMETER AND CORNERS, ANGLE OF INTERSECTION BETWEEN JOINT AND WALL TO BE A MINIMUM OF 90 DEGREES TO PREVENT RETURN OF SLAB BEHIND CIRCULAR ISOLATION JOINT. OR OR OR COLUMN & FOOTING FOOTING PER PLAN ANCHOR RODS PER COLUMN SCHEDULE AND COLUMN BASE DETAIL FILL W/ CONCRETE ISOLATION JOINT T/SLAB PER PLAN T/FTG PER PLAN 3" C L R 2" NON-SHRINK GROUT, UNO BASE PLATE PER COLUMN SCHEDULE COLUMN PER PLAN TOP NUTS / WASHERS GR O U T 2" N O N - S H R I N K ANCHOR RODS PER COLUMN SCHEDULE PLAN SECTION HEX NUT (NO WASHER) TACK WELD NUT TO ANCHOR ROD, TYP 6" P R O J E C T I O N NOTES : 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SUFFICIENT TEMPORARY SUPPORT OF COLUMN BASE PLATES USING LEVELING PLATES, LEVELING NUTS / WASHERS OR STEEL SHIMS (OR COMBINATION THEREOF) PRIOR TO PLACEMENT AND CURING OF NON-SHRINK GROUT. SHIMS AND LEVELING NUTS / WASHERS 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 1 : 4 3 P M S303 FOUNDATION SECTIONS AND DETAILS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S303 1 TYPICAL CONCRETE COLUMN ISOLATION JOINT DETAIL N.T.S. S303 2 TYPICAL SUMP PIT AT ELEVATOR PIT N.T.S. S303 3 TYPICAL STEEL COLUMN ISOLATION JOINT DETAILS REVISION SCHEDULE NO. DESCRIPTION DATE N.T.S. S303 4 TYPICAL COLUMN BASE DETAIL T/SLAB VARIES T/WALL VARIES 6" SLAB PER PLAN, TYP BARRIER CABLE, TYP. REMOVE LOWER CABLE AT CURB CONDITIONS. ROUGHEN SURFACE 1/4" AMPLITUDE AT JOINT 1/2" EXPANSION JOINT MATERIAL, TYP T/FTG PER PLAN 3" M A X T/SLAB VARIES NOTES: 1. BACKFILL EVENLY ON EACH SIDE UP TO LOWER SLAB ON GRADE LEVEL. 2' - 8" 10" 1' - 3" 4' - 9" 1' - 4 " 4" #4 @ 12" #4 @ 12", EF #5 @ 12" #5 @ 12" #5 @ 12" (4) #5 BOT @ 12" 10" #5 x 10" T/SLAB VARIES T/WALL VARIES 6" SLAB PER PLAN, TYP BARRIER CABLE, TYP. REMOVE LOWER CABLE AT CURB CONDITIONS. ROUGHEN SURFACE 1/4" AMPLITUDE AT JOINT 1/2" EXPANSION JOINT MATERIAL, TYP T/FTG PER PLAN 3" M A X T/SLAB VARIES NOTES: 1. BACKFILL EVENLY ON EACH SIDE UP TO LOWER SLAB ON GRADE LEVEL. 5' - 2" 10" 1' - 6" 7' - 6" 1' - 4 " 4" #4 @ 12" #4 @ 12", EF #5 @ 9" #5 @ 9" #5 @ 12" (4) #5 BOT @ 9" 10" #5 x 10" T/FTG PER PLAN SLAB PER PLAN 1/2" EXPANSION JOINT MATERIAL T/SLAB VARIES SLAB PER PLAN RAMP TRANSITION WATERPROOF EXPANSION JOINT. SEE ARCH DRAWINGS 6' - 0" 1' - 0" 2' - 0" 2' - 0 " 9' - 0" NOTES: 1. BACKFILL EVENLY ON EACH SIDE UP TO LOWER SLAB ON GRADE LEVEL. ROUGHEN SURFACE 1/4" AMPLITUDE AT JOINT, TYP #4 x 5'-0" @ 12" #6 @ 9" #4 @ 12", EF #6 @ 9" #6 @ 9" #5 @ 12" (5) #5 BOT @ 9" 10" #5 x 10" (EPOXY-COATED) NOTES: 1. BACKFILL EVENLY ON EACH SIDE UP TO LOWER SLAB ON GRADE LEVEL. 2. ALL PRECAST PANEL CONNECTION MATERIALS TO BE DESIGNED AND SUPPLIED BY THE PRECAST SUPPLIER. COORDINATE PLACEMENT OF EMBEDS IN FOUNDATION PRIOR TO PLACEMENT OF FOUNDATION CONCRETE. GRADE PER CIVIL PRECAST PANEL PER PRECAST SUPPLIER, TYP 1/2" EXPANSION JOINT MATERIAL T/SLAB VARIES SLAB PER PLAN T/FTG PER PLAN T/WALL 100'-0" 1' - 4 " #4 @ 12" #4 @ 12", EF #4 @ 12" #5 @ 12" #5 @ 12" (4) #5 BOT @ 12" 10" #5 x 10" 4' - 3" 1' - 6" 8" 10" 1' - 3" T/LEDGE 99'-0" #4 @ 12" 1" 1/2" EXPANSION JOINT MATERIAL T/SLAB VARIES SLAB PER PLAN T/FTG PER PLAN BARRIER CABLE, TYP. REMOVE LOWER CABLE AT CURB CONDITIONS. GRADE PER CIVIL PRECAST PANEL PER PRECAST SUPPLIER, TYP NOTES: 1. BACKFILL EVENLY ON EACH SIDE UP TO LOWER SLAB ON GRADE LEVEL. 2. ALL PRECAST PANEL CONNECTION MATERIALS TO BE DESIGNED AND SUPPLIED BY THE PRECAST SUPPLIER. COORDINATE PLACEMENT OF EMBEDS IN FOUNDATION PRIOR TO PLACEMENT OF FOUNDATION CONCRETE. 1' - 4 " #4 @ 12" #4 @ 12", EF #5 @ 9" #6 @ 9" #5 @ 12" (5) #5 BOT 1' - 10" 8" 10" 5' - 2" 6" 3" M A X 8' - 6" #5 x @ 9" 10" 10" T/LEDGE 99'-0" #4 @ 12" #4 @ 12" 1" NOTES: 1. EPOXY COAT ALL REINFORCING IN SLAB ON GRADE. 1/2" EXP JT MATERIAL T/SLAB PER PLAN PAVEMENT PER CIVIL SLOPE #4 CONT FOOTING PER PLAN #4 x 3'-4" @ 12" 2" C L R #4 CONT SUPPORT BAR AS REQUIRED T/FTG PER PLAN 1/2" EXPANSION JOINT MATERIAL T/SLAB VARIES SLAB PER PLAN T/FTG PER PLAN BARRIER CABLE, TYP. REMOVE LOWER CABLE AT CURB CONDITIONS. GRADE PER CIVIL PRECAST PANEL PER PRECAST SUPPLIER, TYP NOTES: 1. BACKFILL EVENLY ON EACH SIDE UP TO LOWER SLAB ON GRADE LEVEL. 2. ALL PRECAST PANEL CONNECTION MATERIALS TO BE DESIGNED AND SUPPLIED BY THE PRECAST SUPPLIER. COORDINATE PLACEMENT OF EMBEDS IN FOUNDATION PRIOR TO PLACEMENT OF FOUNDATION CONCRETE. 1' - 4 " #4 @ 12" #4 @ 12", EF #5 @ 12" #5 @ 12" #5 @ 12" (4) #5 BOT #5 x @ 12" 1' - 6" 10" 2' - 8" 5' - 0" 6" 3" M A X 10" 10" 1" FOOTING PER PLAN 1/2" EXPANSION JOINT MATERIAL T/SLAB VARIES SLAB PER PLAN GRADE PER CIVIL PRECAST PANEL PER PRECAST SUPPLIER, TYP NOTES: 1. ALL PRECAST PANEL CONNECTION MATERIALS TO BE DESIGNED AND SUPPLIED BY THE PRECAST SUPPLIER. COORDINATE PLACEMENT OF EMBEDS IN FOUNDATION PRIOR TO PLACEMENT OF FOUNDATION CONCRETE. T/FTG PER PLAN T/WALL 103'-0" GRADE PER CIVIL T/SLAB VARIES SLAB PER PLAN T/FTG PER PLAN FOOTING PER PLAN #5 @ 12" #4 @ 12" 3 1/2" CLR 8" SEAL JOINT WITH PRE-COMPRESSED EXPANDING SEALANT RETAINING WALL PER PLAN, TYP. SEE "TYPICAL CONCRETE WALL REINFORCING DETAILS" FOR ADDITIONAL INFORMATION. COLUMN PER PLAN 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 4 : 1 7 : 2 9 P M S304 FOUNDATION SECTIONS AND DETAILS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 1/2" = 1'-0" S304 1 SECTION 1/2" = 1'-0" S304 2 SECTION 1/2" = 1'-0" S304 3 SECTION 1/2" = 1'-0" S304 4 SECTION 1/2" = 1'-0" S304 6 SECTION 1/2" = 1'-0" S304 7 SECTION 1/2" = 1'-0" S304 5 SECTION 1/2" = 1'-0" S304 8 SECTION 1/2" = 1'-0" S304 9 SECTION REVISION SCHEDULE NO. DESCRIPTION DATE 1/2" = 1'-0" S304 10 ENLARGED PLAN CMU WALL PER PLAN. GROUT SOLID BELOW GRADE. HOOKED DOWEL, SIZE AND SPACING TO MATCH VERT REINF. LAP SPLICE PER MASONRY LAP SPLICE CHART, UNO. PRECAST PANEL PER PRECAST SUPPLIER, TYP T/FTG PER PLAN FOOTING PER PLAN 1/2" EXPANSION JOINT MATERIAL T/SLAB VARIES SLAB PER PLAN GRADE PER CIVIL NOTES: 1. ALL PRECAST PANEL CONNECTION MATERIALS TO BE DESIGNED AND SUPPLIED BY THE PRECAST SUPPLIER. COORDINATE PLACEMENT OF EMBEDS IN FOUNDATION PRIOR TO PLACEMENT OF FOUNDATION CONCRETE. CMU WALL PER PLAN STRAIGHT DOWEL, SIZE AND SPACING TO MATCH VERTICAL REINFORCING. LAP SPLICE PER MASONRY LAP SPLICE CHART, UNO 2'-0" 2' - 0 " #4 @ 12" OC #5 @ 12" OC #5 @ 9" OC, EW #5 @ 9" OC, EW #5 @ 12" OC HOOKED DOWELS HOISTWAY 2' - 0" 8" T/SLAB PER PLAN T/FTG PER PLAN 8" SELF EXPANDING STRIP WATERSTOP SILL ANGLE WHERE REQUIRED BY ELEVATOR SUPPLIER NOTES: 1. CONTRACTOR NOTE: BRACE PIT WALLS UNTIL FLOOR SLAB IS CAST AND HAS ATTAINED ITS 28-DAY COMPRESSIVE STRENGTH #5 @ 6" OC, EW #5 @ 6" OC, EW #5 @ 12" OC 1' - 4" 8" 8" T/FTG PER PLAN SELF EXPANDING STRIP WATERSTOP T/WALL 100'-0" CMU WALL PER PLAN STRAIGHT DOWEL, SIZE AND SPACING TO MATCH VERTICAL REINFORCING. LAP SPLICE PER MASONRY LAP SPLICE CHART, UNO GRADE PER CIVIL PRECAST PANEL PER PRECAST SUPPLIER, TYP #5 @ 6" OC HOOKED DOWELS 3" CLR #5 @ 9" OC, EW #5 @ 9" OC, EW #5 @ 6" OC, EW #5 @ 6" OC, EW T/LEDGE 99'-0" #4 @ 12" #4 @ 12" 2' - 6 " T/SLAB PER PLAN T/FTG PER PLAN T/FTG PER PLAN SLAB PER PLAN WALL PER PLAN. REINF NOT SHOWN FOR CLARITY FOOTING PER PLAN, TYP REINF PER PLAN (2) #5 TYP, UNO 2' - 0" DIA 6' - 0 " B E L O W G R A D E POST AND BASE CONNECTION PER SUPPLIER T/POST 109'-4" 3/4" CHAMFER SEE ARCH DRAWINGS FOR ADDITIONAL INFORMATION SLOPE 1/4"/FT T/GRADE PER CIVIL SLAB PER PLAN 1 2 (3) #5 CONT T/SLAB PER PLAN 1 2 1' - 0 " PER PLAN STAIR STRINGER PER STAIR SUPPLIER ANCHOR TO SLAB PER SUPPLIER'S REQUIREMENTS 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 2 : 3 0 P M S305 FOUNDATION SECTIONS AND DETAILS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 1/2" = 1'-0" S305 1 SECTION 1/2" = 1'-0" S305 2 SECTION 1/2" = 1'-0" S305 3 SECTION 1/2" = 1'-0" S305 4 SECTION 3/4" = 1'-0" S305 5 DUMPSTER ENCLOSURE POST FOUNDATION REVISION SCHEDULE NO. DESCRIPTION DATE 3/4" = 1'-0" S305 6 SECTION MECHANICAL TENSION BUTT OR LAP SPLICE PER CONCRETE COLUMN SCHEDULE SEE CONCRETE COLUMN SCHEDULE FOR COLUMN INFORMATION NOTES: 1. PROVIDE FOOTING DOWELS TO MATCH SIZE AND SPACING OF VERTICAL COLUMN REINFORCING. 2. STAGGER LENGTH OF REINFORCING TO ACCOMMODATE MECHANICAL SPLICES. SEE CONCRETE COLUMN SCHEDULE FOUNDATION AND REINFORCING PER PLAN PROVIDE STANDARD 90 DEGREE HOOK ON DOWELS OR ROTATE WHERE HOOK LENGTH IS LIMITED BY FOOTING SIZE TA B L E SE E S P L I C E STAGGERED SPLICE DETAIL 1 1/2" CLR TO TIES, TYP .TYP TIE SPACING . 1/2 TYP TIE SPACING (MAX) 3" CLR (TYP) THREADED MECHANICAL COUPLER SHALL HAVE A MINIMUM CAPACITY OF 125% OF THE LARGEST SPLICED REINFORCING BAR REINFORCEMENT BAR, TYP C2 1 1/2" CLR (TYP) (8 BAR COLUMN) (16 BAR COLUMN) C4 1 1/2" CLR (TYP) (12 BAR COLUMN) C3 1 1/2" CLR (TYP) PT BEAM WHERE APPLICABLE PT BEAM WHERE APPLICABLE PT BEAM WHERE APPLICABLE NOTES: 1. SEE CONCRETE COLUMN SCHEDULE FOR REINFORCING. 2. TIES AT BUNDLED BARS REQUIRE SPECIAL DETAIL AT SEISMIC HOOKS TO ENCOMPASS BARS ADEQUATELY. VERIFY RADIUS REQUIRED. 3. PROVIDE 135 DEG HOOK AT ENDS OF COLUMN TIES. 4. PROVIDE 135 DEG HOOK AT ONE END OF CROSS TIES AND 90 DEG HOOK AT OPPOSITE SIDE. ALTERNATE HOOK LOCATION VERTICALLY ALONG LONGITUDINAL REINFORCING. C1 1 1/2" CLR (TYP) (4 BAR COLUMN) T/SLAB PER PLAN LEVEL PER PLAN T/FDN PER PLAN FOUNDATION DOWELS PER SCHED W/ STANDARD HOOK 1" 1" 1" 1 1/2" CLR TO TIES, TYP TIE SPACING PER 3" CLR NOTES: 1) SEE CONCRETE COLUMN SCHEDULE FOR SIZE, REINFORCING AND OTHER INFORMATION. 2) 3" TIE SPACING FOR H/6, MAX COLUMN DIMENSION, OR 18" (WHICHEVER IS GREATER). 3) TIE SPACING PER CONCRETE COLUMN SCHEDULE. 4) USE EPOXY COATED TIES FOR A DISTANCE EXTENDING 2 FT ABOVE THE SLAB-ON-GRADE FROM THE TOP OF FOOTING. INT LEVEL PER PLAN INT LEVEL PER PLAN TOP H H SCHED, TYP 1" 1" 1" NOTE 2 NOTE 2 NOTE 3 NOTE 2 NOTE 2 NOTE 3 NOTE 2 T A B L E , T Y P S E E L A P S P L I C E T A B L E , T Y P S E E L A P S P L I C E T A B L E , T Y P S E E L A P S P L I C E H NOTE 3 NOTE 2 N O T E 4 CONCRETE COLUMN SCHEDULE MARK LEVEL 3 LEVEL 2 LEVEL 1 T/FND PER PLAN FOUNDATION DOWELS SIZE SIZE SIZE TIES TIES DETAIL DETAIL DETAIL SPLICE SPLICE CONCRETE COLUMN SCHEDULE NOTES: 1. SEE GENERAL NOTES REGARDING CONCRETE AND STEEL REINFORCING. 2. SEE FOUNDATION PLAN FOR TOP OF FOUNDATION ELEVATION. 3. SEE FRAMING PLANS FOR TOP OF COLUMN ELEVATIONS. 4. "MECHANICAL" INDICATES MECHANICAL COUPLER BUTT SPLICE. 5. SEE S312 FOR RAMP COLUMN REINFORCEMENT DETAILING. VERTICAL REINFORCEMENT VERTICAL REINFORCEMENT 24" x 24" (12) #11 C3 24" x 24" 24" x 24" C3 MECHANICAL A-12 A-14 B-15 C3 MECHANICAL (12) #11 (12) #11 #4 @ 9" #4 @ 9" 24" x 24" (8) #11 C2 24" x 24" C2 MECHANICAL (8) #11 #4 @ 9" 24" x 24" (12) #11 C3 24" x 24" C3 MECHANICAL (12) #11 #4 @ 9" A-3 C-1 C-4 D-3 C-12 E-12 E-15 A-1 A-4 A-5 A-6 A-7 A-8 C-5 C-6 C-7 C-8 D-1 E-3 E-4 E-5 E-6 E-7 E-8 E-9 E-10 E-11 24" x 24" (12) #11 C3 24" x 24" 24" x 24" C3 MECHANICAL C3 MECHANICAL (12) #11 (12) #11 #4 @ 9" #4 @ 6" A-10 A-11 A-13 C-10 C-11 E-13 24" x 24" (12) #11 C3 24" x 24" 24" x 24" C3 MECHANICAL C3 MECHANICAL (12) #11 (12) #11 #4 @ 6" #4 @ 3" A-9 B-14 C-9 C-13 C-15 E-14 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 1 : 4 6 P M S311 CONCRETE COLUMN DETAILS AND SCHEDULES 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S311 1 TYPICAL CIP CONCRETE COLUMN FOUNDATION DETAIL N.T.S. S311 2 MECHANICAL COUPLER DETAIL N.T.S. S311 3 COLUMN BAR LAYOUT N.T.S. S311 4 TYPICAL CONCRETE COLUMN DETAIL N.T.S. S311 5 PARKING GARAGE CONCRETE COLUMN SCHEDULE REVISION SCHEDULE NO. DESCRIPTION DATE (9 ) # 4 @ 3 " = 2 ' - 0 " SPACING PER SCHED, TYP MECHANICAL COUPLER BUTT SPLICE 1 1/2" CLR (9 ) # 4 @ 3 " = 2 ' - 0 " 1/2 TYP TIE SPACING 1/2 TYP TIE SPACING 1/2 TYP TIE SPACING 1/2 TYP TIE SPACING INTENTIONALLY ROUGH SURFACE, TYP T/ C O L P E R P L A N 1 1/2" CLR (1 7 ) # 4 @ 3 " = 4 ' - 0 " SPACING PER SCHED, TYP 2" C L R (4 ) # 4 @ 3 " ANCHORAGE PER LIGHT POLE MANUFACTURER 1/2 TYP TIE SPACING 1/2 TYP TIE SPACING SPACING PER 1/2 TYP TIE SPACING 1/2 TYP TIE SPACING ELECTRICAL CONDUIT PER LIGHTING MANUFACTURER REQUIREMENTS SCHED, TYP INTENTIONALLY ROUGH SURFACE, TYP T/ C O L P E R P L A N 1 1/2" CLR (1 7 ) # 4 @ 3 " = 4 ' - 0 " SPACING PER SCHED, TYP 1/4"/FT SPACING PER 1/2 TYP TIE SPACING 1/2 TYP TIE SPACING 1/2 TYP TIE SPACING 1/2 TYP TIE SPACING SCHED, TYP INTENTIONALLY ROUGH SURFACE, TYP NOTES: 1) EXTEND BEAM TOP REINFORCEMENT BEYOND COLUMN FACE ONE LAP SPLICE. SEE LAP SPLICE TABLE. 2) SEE CONCRETE COLUMN SCHEDULE FOR TYPICAL TIE SIZE AND SPACING NOT SPECIFICALLY NOTED IN THIS DETAIL. 3) POST-TENSIONING STRESSING ENDS OR DEAD ENDS. COORDINATE LOCATION OF STRESSING ENDS WITH COLUMN VERTICAL REINFORCEMENT. SET DEAD ENDS INSIDE COLUMN VERTICAL REINFORCEMENT. 4) ALL TIES TO BE CLOSED TIES WITH 135 DEGREE HOOK, UNO. BEAM SIZE AND REINFORCING PER BEAM SCHEDULE, TYP TO TIES, TYP 1 1/2" CLR RAMP BEAM CONSTRUCTION JOINT CONSTRUCTION JOINT 1/2 TYP TIE SPACING ABOVE CJ 1/2 TYP TIE SPACING BELOW CJ 9 @ 3 " = 2 ' - 0 " 9 @ 3 " = 2 ' - 0 " TI E S @ 3 " PE R P L A N PE R P L A N NOTE 1 9 @ 3 " = 2 ' - 0 " TI E S @ 3 " T I E S @ 3 " S E E P L A N 9 @ 3 " = 2 '-0 " P E R P L A N TO TIES, TYP 1 1/2" CLR CONSTRUCTION JOINT NOTES: 1) SEE CONCRETE COLUMN SCHEDULE FOR TYPICAL TIE SIZE AND SPACING NOT SPECIFICALLY NOTED IN THIS DETAIL. 2) POST-TENSIONING STRESSING ENDS OR DEAD ENDS. COORDINATE LOCATION OF STRESSING ENDS WITH COLUMN VERTICAL REINFORCEMENT. SET DEAD ENDS INSIDE COLUMN VERTICAL REINFORCEMENT. 3) ALL TIES TO BE CLOSED TIES WITH 135 DEGREE HOOK, UNO. NOTE 2 NOTE 2 BEAM SIZE AND REINFORCING PER BEAM SCHEDULE, TYP RAMP BEAM CONSTRUCTION JOINT 1/2 TYP TIE SPACING ABOVE CJ SPACING BELOW CJ 1/2 TYP TIE P E R P L A N 9 @ 3 " = 2 '-0 " T I E S @ 3 " T I E S @ 3 " S E E P L A N 9 @ 3 " = 2 '-0 " P E R P L A N NOTES: 1) SEE CONCRETE COLUMN SCHEDULE FOR TYPICAL TIE SIZE AND SPACING NOT SPECIFICALLY NOTED IN THIS DETAIL. 2) POST-TENSIONING STRESSING ENDS OR DEAD ENDS. COORDINATE LOCATION OF STRESSING ENDS WITH COLUMN VERTICAL REINFORCEMENT. SET DEAD ENDS INSIDE COLUMN VERTICAL REINFORCEMENT. 3) ALL TIES TO BE CLOSED TIES WITH 135 DEGREE HOOK, UNO. CONSTRUCTION JOINT CONSTRUCTION JOINT BEAM SIZE AND REINFORCEMENT PER BEAM SCHEDULE, TYP RAMP BEAM NOTE 2 NOTE 2 TO TIES, TYP 1 1/2" CLR 1/2 TYP TIE SPACING ABOVE CJ 1/2 TYP TIE SPACING BELOW CJ P E R P L A N 1/2" DIA (7-WIRE, ASTM-A475) EPOXY COATED OR GALV BARRIER STRAND THREADED INSERT OR APPROVED SUBSTITUTE CABLE ANCHOR DEVICE ## K (STRESSING FORCE) ## K (IMPACT FORCE) NOTES: 1) PROVIDE INSERT/ ANCHOR WITH 2X THE CAPACITY OF THE DESIGN FORCE. 2) SUBMIT ANCHOR LOCATIONS / REACTIONS AND PRODUCT INFORMATION TO ARCHITECT / ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 3) BARRIER CABLE SUPPLIER IS RESPONSIBLE FOR ALL CABLE, CONNECTIONS, AND INSTALLATION AS SHOWN IN CONTRACT DOCUMENTS. CONCRETE COLUMN PER PLAN CONCRETE SLAB 1/2" DIA. BARRIER STRAND TYP. SEE TYPICAL DETAIL FOR MORE INFORMATION 3/4" DIA PVC TO ALLOW CABLE TO PASS THROUGH COLUMN UNBONDED TYP AT EACH STRAND 1 0 E Q S P A C E S @ 4 " O C TOP SLAB/WASH 3 " CONCRETE COLUMN PER PLAN 1/2" DIA BARRIER STRAND TYP. SEE ENLARGED BARRIER CABLE ANCHORAGE DETAIL FOR MORE INFORMATION 1 0 E Q S P A C E S @ 4 " O C SEE ENLARGED BARRIER CABLE ANCHORAGE DETAIL TOP SLAB / WASH 3 " BARRIER CABLE ANCHORAGE INTERIOR COLUMN PERIMETER COLUMN 2 " C L R 1 1/2" CLR (1 6 ) #4 @ 3 " = 4 '-0 " REBAR TERMINATORS, STAGGER AT BUNDLED BARS 5 " T I E S P A C I N G 1 /2 T Y P T I E S P A C I N G 1 /2 T Y P T I E S P A C I N G DETAIL PIPE PER MECH DRAWINGS BENT PL1/4 (GALV) DROP-IN ANCHOR (GALV) 3/4" DIA BOLTS (GALV) ELEVATION ELEVATION 2" 6" 1 ' - 0 " 2 " 8 " 8 " 8 " 2 " SLAB PER PLAN CORNER MOUNT FACE MOUNT NOTE: SEE PLUMBING AND ARCHITECTURAL DRAWINGS FOR PIPE LOCATIONS 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 0 : 1 2 P M S312 CONCRETE COLUMN SECTIONS AND DETAILS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S312 1 TYPICAL COLUMN BUTT SPLICE N.T.S. S312 2 TYPICAL TOP OF COLUMN W/ LIGHT POLE N.T.S. S312 3 TYPICAL TOP OF EXTENDED COLUMN N.T.S. S312 4 TYPICAL COLUMN AT RAMP N.T.S. S312 5 TYPICAL COLUMN AT RAMP N.T.S. S312 6 TYPICAL COLUMN AT RAMP N.T.S. S312 9 TYPICAL BARRIER CABLE DETAILS N.T.S. S312 7 TYPICAL TOP OF NON-EXTENDED COLUMN N.T.S. S312 8 TYPICAL PIPE BENT PLATE WRAP DETAIL REVISION SCHEDULE NO. DESCRIPTION DATE WALL INTERSECTION WALL CORNER WALL ENDS DOUBLE LAYER WALL INTERSECTION WALL ENDS SINGLE LAYER ELEVATION OF VERTICAL JOINT ELEVATION OF HORIZONTAL JOINT (2) #5 MIN SKEW HOOK AS REQD FOR COVER A MATCH SIZE AND SPACING OF WALL BARS X (2) VERT BARS, MIN A MATCH HORIZ REINF X A (1) VERT BAR, MIN A CORNER BAR TO MATCH HOR REINF X (2) VERT BARS, MIN HOR BARS WITH STANDARD HOOK WALL THK 6" MIN X 1/2 1 1/2" PLACE KEYS IN ALTERNATE REINF SPACES PLACE KEYS IN ALTERNATE REINF SPACES WA L L T H K 6" M I N X 1 / 2 1 1/2" A (1 LAYER REINF) (1 LAYER REINF) (1 LAYER REINF) (2 LAYERS REINF) (2 LAYERS REINF) (2 LAYERS REINF) (SEE NOTE 3) (SEE NOTE 4) RETAINING WALL MATCH VERT BARS (2) MIN INTERIOR WALL OR COLUMN ADD BARS SAME SIZE AND SPACING AS MIN INSIDE FACE HOR WALL REINF OR AS SHOWN IN BUILDING SECTIONS WALL INTERSECTION AT RETAINING WALL 2' - 0" 2' - 0" WALL INTERSECTION OF SINGLE AND DOUBLE LAYER REINFORCING 2' - 0" 2' - 0" (2) VERT BARS MIN SMALL WALL SECTIONS UP TO 2'-0" (2) #5 MIN #3 @ 6" 2'-0" TO 4'-0" TYP WALL REINF TYP WALL REINF SMALL WALL SECTIONS UP TO 2'-0" (2) #5 MIN #3 @ 6" 2'-0" TO 4'-0" TYP WALL REINF TYP WALL REINF MINIMUM WALL REINFORCEMENT WALL THICKNESS HORIZ BARS VERT BARS LOCATION 6" AND UNDER > 6" TO 8" > 8" TO 10" > 10" TO 12" > 12" TO 14" > 14" TO 16" > 16" TO 18" #4 @ 12" #5 @ 15" #5 @ 12" #4 @ 12" #5 @ 18" #5 @ 15" #5 @ 14" #4 @ 12" #5 @ 15" #5 @ 12" #4 @ 12" #5 @ 18" #5 @ 15" #5 @ 14" CENTERLINE CENTERLINE CENTERLINE EACH FACE EACH FACE EACH FACE EACH FACE NOTES: 1) WALLS ARE TO BE REINFORCED WITH THE MINIMUM REINFORCEMENT INDICATED, UNO. 2) "A" INDICATES Lt LAP SPLICE, SEE TYPICAL LAP SPLICE TABLES. 3) PROVIDE KEYED HORIZONTAL JOINT AT SHEAR WALLS AND RETAINING WALLS. 4) PROVIDE KEYED VERTICAL JOINT AT SHEAR WALLS. 5) SMALL WALL SECTION DETAILS APPLY TO BOTH HORIZONTAL AND VERTICAL DIRECTIONS. CLOSED HOOP A MIN OR (NOTE 5) (NOTE 5) WALL CORNER A (1) VERT BAR, MIN A A A CORNER BAR TO MATCH HOR REINF EQ EQ MATCH HORIZ REINF A A OPEN 2' - 0 " T Y P 2" CLR, TYP (1) #5, TYP AT EA LAYER OF REINF NOTE 1 OPEN Lt 2" CLR, TYP GREATER OF 1/2 INTERRUPTED BARS EA FACE OR (2) #5 MIN EA FACE, SPACE AT 3" OC, TYP NOTE 1 SMALL OPENING LARGE OPENING NOTES: 1. PROVIDE STANDARD HOOK WHEN EDGE OF WALL IS WITHIN 2'-0" OF OPENING. 2. VERIFY ALL OPENINGS ( INCLUDING PIPING/ CONDUIT PENETRATIONS) NOT SHOWN ON STRUCTURAL DRAWINGS WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. 3. SEE PLANS AND DETAILS FOR REQUIRED WALL REINFORCEMENT. ADD (1) #5 X 4'-6" DIAGONAL EA LAYER OF REINF NOTE 3, TYP (2'-0" x 2'-0" MAX) (LARGER THAN 2'-0" x 2'-0", UNO) NOTE 3, TYP COLUMN PER PLAN SEAL JOINT, TYP SEAL JOINT WITH PRE-COMPRESSED EXPANDING SEALANT RAMP SOG FOUNDATION PER PLAN RAMP WALL, TYP SOG BEYOND RAMP WALL NO SEAL REQ BELOW SOG T/SLAB VARIES 1" CLR WALL SINGLE LAYER WALL REINFORCING SLAB SEE PLANS FOR REINF WALL SLAB SEE PLANS FOR REINF DOUBLE LAYER WALL REINFORCING WALL SLAB SLAB TOP BARS TENSION BARS MATCH VERT WALL REINF, UNO 6" 1 '-6 " M I N A O R KEEP SLAB AND WALL SHORED UNTIL BOTH HAVE BEEN CAST AND REACH 28-DAY STRENGTH #7, UNO WALL SLAB SLAB TOP BARS TENSION BARS MATCH VERT WALL REINF, UNO 6 " 1 '-6 " M I N A O R KEEP SLAB AND WALL SHORED UNTIL BOTH HAVE BEEN CAST AND REACH 28-DAY STRENGTH (2) #7, UNO WALL SLAB A 6 " KEYED JOINT, SEE TYP DETAIL WALL SLAB A 6 " KEYED JOINT, SEE TYP DETAIL SLAB TOP BARS SLAB WALL 3/4" CONT KEY A NOTES: 1) "A" INDICATES LAP SPLICE, SEE TYPICAL LAP SPLICE TABLES. #5 @ 16" SLAB BOT BARS SLAB TOP BARS SLAB WALL 3/4" CONT KEY A #5 @ 16" SLAB BOT BARS 1 1/2" CLR CONTROL JOINT CONSTRUCTION JOINT EXPANSION JOINT FORMED RECESS, TYP. RECESSES AT FRONT AND BACK MUST ALIGN. FORMED RECESS, TYP. NOTES: 1. INSTALL CONTROL OR CONSTRUCTION JOINTS AT 25'-0" OC MAX AND WITHIN 12'-6" MAX OF WALL CORNERS, UNO 2. INSTALL EXPANSION JOINTS ONLY IN SITE RETAINING WALLS AT 100'-0" OC, MAX. 3/4" CHAMFERED EDGES AND 3/4" DEEP EXTERIOR SEALANT (AT ALL EXPOSED-TO-VIEW WALL AREAS) 1" PRE-FORMED EXPANSION JOINT FILLER 9" PVC RIBBED CENTER BULB WATERSTOP CONTINUOUS FROM TOP OF FOOTING UP TO 3" BELOW TOP OF CONCRETE WALL. (GREENSTREAK MODEL #735 OR ENGINEER APPROVED SUBSTITUTE - SEE SPECIFICATIONS) TERMINATE REINF 2" CLEAR BACK FROM FACE OF CONCRETE, TYP EACH SIDE. CHAMFER OPTIONAL AT BACKFILL SIDE BELOW GRADE WHERE NOT EXPOSED TO VIEW 1" DIA x 1" LONG COMPRESSIBLE MATERIAL TAPED TO END OF DOWEL 1" DIA x 1'-6" SMOOTH DOWELS SAME SPACING AS HORIZ BARS (TIE TO HORIZ BARS OF FIRST POUR) WRAP TO PREVENT BOND AT SECOND POUR SECOND POUR FIRST POUR BACKFILL SIDE 3/4" 3/4" 3 /4 " 3/4" 3/4" 3 /4 " SELF-EXPANDING STRIP WATERSTOP CONTINUOUS FROM TOP OF FOOTING UP TO 3" BELOW TOP OF CONCRETE WALL.(VOLCLAY RX101 OR ENGINEER APPROVED SUBSTITUTE - SEE SPECIFICATIONS) 2" SPLICE CHART LAP PER 1 ' - 6 " COLUMN PER PLAN 1" GAP BARRIER WALL (2) #4 x 2'-6", EMBED 6" W/ EPOXY ADHESIVE INTO COLUMN TOP OF WASH, BEYOND BEAM BEYOND INTENTIONALLY ROUGHEN TO 1/4" AMPLITUDE BOTTOM OF SLAB INT DETAIL TOP FLOOR DETAIL 1 ' - 6 " COLUMN PER PLAN 1" GAP SLOPE BASE OF GAP 1/8"/FT INTO GARAGE, TYP SLOPE BASE OF GAP 1/8"/FT INTO GARAGE 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 0 : 1 6 P M S321 CONCRETE WALL DETAILS AND SCHEDULES 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S321 1 TYPICAL CONCRETE WALL REINFORCING DETAILS N.T.S. S321 2 TYPICAL CONCRETE WALL OPENING DETAILS N.T.S. S321 3 TYPICAL RAMP WALL AT COLUMN N.T.S. S321 4 TYPICAL CONCRETE REINFORCING FOR INTERSECTIONS OF SLABS AND WALLS N.T.S. S321 5 TYPICAL CONCRETE WALL AND RETAINING WALL JOINTS N.T.S. S321 6 TYPICAL BARRIER WALL TO COLUMN DETAIL REVISION SCHEDULE NO. DESCRIPTION DATE POST-TENSIONED CONCRETE BEAM SCHEDULE BEAM MARK BEAM TYPE SIZE WIDTH x DEPTH (IN) VERTICAL TENDON LOCATION (IN) C LONGITUDINAL REINFORCEMENT CONT ADDITIONAL STIRRUPS PRESTRESSING FORCE (KIPS) BA REMARKS PB14 POST-TENSIONED CONCRETE BEAM SCHEDULE BEAM MARK BEAM TYPE SIZE WIDTH x DEPTH (IN) VERTICAL TENDON LOCATION (IN) C LONGITUDINAL REINFORCEMENT CONT TOP ADDITIONAL T1 T2 STIRRUPS PRESTRESSING FORCE (KIPS) SIZE TYPE SPACING BA BOTTOM B1 B3 B2 REMARKS - - LOC EA END BAL PB1 2 18x51 375 25 8.5 46.75 - --- -#4 #4 S1 S2 (1) @ 2", (13) @ 8" BAL @ 16" PB2 PB3 PB4 PB5 PB6 PB7 PB8 PB9 PB10 PB11 PB12 PB13 PB15 PB16 18x51 18x51 18x51 18x51 2 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL - --- -#4 #4 S1 S2 (1) @ 2", (13) @ 8" BAL @ 16" 375 -6.5 25 UP-TURNED BEAM. SEE "TYPICAL POST- TENSIONED UP-TURNED BEAM" DETAIL UP-TURNED BEAM. SEE "TYPICAL POST- TENSIONED UP-TURNED BEAM" DETAIL 2 2 14x36 14x36 (5) #8 (3) #8 375 375 18 6.5 32.75 -4.5 18 14x36 14x36 2 2 375 375 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (3) #8 (1) #8 -(1) #8 - (1) #8 #4 #4 S1 S2 (1) @ 2", (4) @ 4", (4) @ 6", (20) @ 8" BAL @ 12" (3) #8 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (3) #8 -- #4 #4 S1 S2 (3) #8 18 4.5 32.75 -4.5 18 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (2) #8 -- #4 #4 S1 S2 (3) #8 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (2) #8 -- #4 #4 S1 S2 (3) #8 14x36 1 400 18 4.5 18 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (2) #8 (2) #8 (1) #8 (2) #8 (1) #8 (2) #8 #4 #4 S1 S2 (2) #8 18x36 1 14x36 2 14x36 2 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (3) #8 (1) #8 -(1) #8 - (1) #8 #4 #4 S1 S2 (3) #8 2 14x36 2 14x36 2 2 1 24x36 1 375 375 18 4.5 32.75 -4.5 18 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (2) #8 -- #4 #4 S1 S2 (3) #8 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (2) #8 -- #4 #4 S1 S2 (3) #8 375 375 18 4.5 32.75 -6.5 18 375 375 25 6.5 46.75 -8.5 25 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (3) #8 -- #4 #4 S1 S2 (3) #8 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (3) #8 -- #4 #4 S1 S2 (3) #8 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (3) #8 - --- -#4 #4 S1 S2 (1) @ 2", (13) @ 8" BAL @ 16" (5) #8 UP-TURNED BEAM. SEE "TYPICAL POST- TENSIONED UP-TURNED BEAM" DETAIL UP-TURNED BEAM. SEE "TYPICAL POST- TENSIONED UP-TURNED BEAM" DETAIL 18 4.5 18 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (3) #8 - --- -#4 #4 S1 S2 (1) @ 2", (13) @ 8" BAL @ 16" (5) #8 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (4) #8 (2) #8 --- (2) #8 #4 #4 S1 S2 (1) @ 2", (23) @ 6" BAL @ 16" (6) #8 TOP T1 T2 SIZE TYPE SPACING BOTTOM B1 B3 B2 - - LOC EA END BAL (4) #8 (1) #8 (1) #8 (2) #8 (1) #8 (1) #8 #4 #4 S1 S2 (4) #8 (5) #8 (3) #8 560 UP-TURNED BEAM. SEE "TYPICAL POST- TENSIONED UP-TURNED BEAM" DETAIL 375 25.5 6.5 25.5 400 18 4.5 18 (4) #5 SIDE BARS EACH FACE (1) #8 (1) #8 (1) #8 (1) @ 2", (4) @ 4", (4) @ 6", (20) @ 8" BAL @ 12" (4) #5 SIDE BARS EACH FACE (1) #8 (1) #8 (1) #8 (1) #8 (1) #8 (1) #8 (1) @ 2", (4) @ 4", (4) @ 6", (20) @ 8" BAL @ 12" (1) @ 2", (4) @ 4", (4) @ 6", (20) @ 8" BAL @ 12" (1) @ 2", (4) @ 4", (4) @ 6", (20) @ 8" BAL @ 12" (1) @ 2", (4) @ 4", (4) @ 6", (20) @ 8" BAL @ 12" (4) #5 SIDE BARS EACH FACE (1) #8 (1) #8 (1) #8 (1) #8 (1) #8 (1) #8 (1) @ 2", (4) @ 4", (4) @ 6", (20) @ 8" BAL @ 12" (1) @ 2", (4) @ 4", (4) @ 6", (20) @ 8" BAL @ 12" (1) #8 (1) #8 (1) #8 (1) #8 (1) #8 (1) #8 (1) @ 2", (4) @ 4", (4) @ 6", (20) @ 8" BAL @ 12" (1) @ 2", (4) @ 4", (4) @ 6", (20) @ 8" BAL @ 12" (4) #5 SIDE BARS EACH FACE (4) #5 SIDE BARS EACH FACE (1) @ 2", (4) @ 4", (4) @ 6", (10) @ 9" BAL @ 12" 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 4 : 1 7 : 3 3 P M S331 POST-TENSIONED CONCRETE BEAM SCHEDULE 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 REVISION SCHEDULE NO. DESCRIPTION DATE NOTES: 1. CONTRACTOR SHALL CONFIRM SPACING OF BEAM TOP AND BOTTOM BARS ALLOW FOR 1" CLEAR OR BAR DIAMETER (WHICHEVER IS GREATER) AT A MINIMUM. MILD REINFORCED CONCRETE BEAM SCHEDULE BEAM MARK BEAM TYPE SIZE WIDTH x DEPTH (IN) LONGITUDINAL REINFORCEMENT CONT ADDITIONAL STIRRUPS REMARKS TOP SIZE TYPE SPACING BOTTOM LOC EA END BAL B1 (1) @ 2" BAL @ 6" #4 #4 (4) #8 (6) #8 2 18x51 S1 S1 T1 T2 B1 B3 B2 - -- --- - B2 18x24 B3 24x24 B4 24x24 B5 24x24 TOP SIZE TYPE SPACING BOTTOM LOC EA END BAL (1) @ 2", (9) @ 3" BAL @ 6" #4 #4 (4) #8 (4) #8 S1 S2 T1 T2 B1 B3 B2 - -- --- - TOP SIZE TYPE SPACING BOTTOM LOC EA END BAL (1) @ 2", (6) @ 8" BAL @ 8" #4 #4 (4) #8 (5) #8 S1 S2 T1 T2 B1 B3 B2 - -- --- - TOP SIZE TYPE SPACING BOTTOM LOC EA END BAL (1) @ 2", (9) @ 3" BAL @ 8" #4 #4 (4) #8 (5) #8 S1 S2 T1 T2 B1 B3 B2 - -- --- - TOP SIZE TYPE SPACING BOTTOM LOC EA END BAL (1) @ 2", (9) @ 3" BAL @ 8" #4 #4 (4) #8 (5) #8 S1 S2 T1 T2 B1 B3 B2 - -- --- - 1 1 1 1 #5 SIDE BARS @ 12" OC, EACH FACE (2) #5 SIDE BARS EACH FACE (2) #5 SIDE BARS EACH FACE (2) #5 SIDE BARS EACH FACE (2) #5 SIDE BARS EACH FACE 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 4 : 1 7 : 3 4 P M S332 MILD REINFORCED BEAM SCHEDULE 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 REVISION SCHEDULE NO. DESCRIPTION DATE NOTES: 1. CONTRACTOR SHALL CONFIRM SPACING OF BEAM TOP AND BOTTOM BARS ALLOW FOR 1" CLEAR OR BAR DIAMETER (WHICHEVER IS GREATER) AT A MINIMUM. EXTERIOR SUPPORT INTERIOR SUPPORT CANTILEVER TOP BAR TOP BAR BOT BAR L EQ EQ EQ EQ L/4 #4 TOP/BOT CONT AT ADDED TENDON ANCHOR (EXTEND 1'-6" BEYOND LAST TENDON MIN) SE E P L A N SUPPORT, TYP TOP BAR AT CANTILEVER (EXTEND TO EDGE) NOTES : 1. PT REQUIREMENTS AND TENDON DIMENSIONS/ LOCATIONS PER PLAN. 2. LOCATE TENDON ANCHORAGE AT MID-DEPTH OF SLAB. 3. LOCATE TENDON LOW POINTS MIDWAY BETWEEN HIGH POINTS UNLESS NOTED OTHERWISE. 4. DRAPE TENDONS IN A PARABOLIC PROFILE BETWEEN HIGH AND LOW POINTS. 5. TOP BARS ARE CENTERED OVER SUPPORTS UNLESS NOTED OTHERWISE. 6. BOTTOM BARS ARE CENTERED AT MID-SPAN UNLESS NOTED OTHERWISE. TENDON DIMENSIONS FROM BOT OF SLAB ARE NOTED ON PLANS, DIMENSIONS ARE MEASURED TO CG OF TENDON. ADDED TENDONS, SEE PLAN TEMPERATURE TENDONS, PLACE ON TOP OF SLAB MAIN TENDONS 0" , T Y P BOT BAR SE E P L A N (2) #4 CONT BACK-UP BARS EQ EQ 2" CLR MIN AT PT TENDON POCKET FORMER AT STRESSING ENDS ONLY. PACK W/ NON-SHRINK GROUT AFTER TENDON ENDS HAVE BEEN REMOVED (WITHIN 14 DAYS). DISTRIBUTED TENDONS NOTES: 1. REINFORCING BARS SHOWN ARE IN ADDITION TO BARS SHOWN ON REINFORCING PLANS. 2. PROVIDE HAIRPIN REINFORCING AS SHOWN IN DETAIL AT ANCHORAGE LOCATIONS FOR THE FOLLOWING CONDITIONS: - WHERE 6 OR MORE GROUPED/BANDED TENDONS ARE ANCHORED - WHERE ANCHORAGE SPACING IS LESS THAN 12 INCHES PLACE ANCHOR WITH SHORT DIMENSION VERTICAL AS SHOWN: D E P T H S L A B S E E P L A N (2) #4 CONT BACK-UP BARS E Q E Q 2" CLR MIN AT PT TENDON POCKET FORMER AT STRESSING ENDS ONLY. PACK W/ NON-SHRINK GROUT AFTER TENDON ENDS HAVE BEEN REMOVED (WITHIN 14 DAYS). GROUPED/BANDED TENDONS PLACE ANCHOR WITH SHORT DIMENSION VERTICAL AS SHOWN: D E P T H S L A B #4 x 1'-4" @ 6". SKEW AS REQD TO MAINTAIN EDGE CLR (2) #4 TOP/BOT AS SHOWN EXTEND 1'-6" BEYOND LAST ANCHOR 2" 1' - 0" NON-STRESSING ENDS NON-STRESSING ENDS 1ST POUR SEAL JOINT S E E P L A N (2) #4 CONT BACK-UP BARS BARS PER TYP PT SLAB STRESSING ANCHOR DETAIL, AS REQD 1 1/2" x 1/2 SLAB THICKNESS" x 1'-0" KEYED JOINT @ 2'-0" MIN (PLACE KEYS TO MISS TENDON ANCHORS) S E C T I O N SLAB REINF OR #4x5'-0" @ 12" TOP/BOT MIN SECTION KEYED JOINT TENDON ANCHORS NOTES: 1. SUBMIT CONSTRUCTION JOINT LOCATIONS TO ENGINEER/ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 2. SEE TYP SLAB CONSTRUCTION JOINT FOR MORE INFORMATION. E Q E Q PT TENDON INTERMEDIATE STRESSING ANCHOR 1 1/2" SLAB THICKNESS GREATER THAN OR EQUAL TO 7 IN 12 1 MAX HORIZ SLOPE STRAIGHT 1' - 0" #4 TOP & BOT CONT 3 " O C , M I N ANCHORS PLACED VERT PER PLAN SUPPORT BARS SLAB THICKNESS LESS THAN 7 IN STRAIGHT 1' - 0" #4 TOP & BOT CONT 6 " O C , M I N ANCHORS PLACED VERT PER PLAN SUPPORT BARS 12 1 MAX HORIZ SLOPE 6 " C L R M I N SLAB EDGE D W 6" CLR MIN 1 8 " M I N 1 .5 W O R 1 .5 D PENETRATIONS FARTHER THAN 1.5W OR 1.5D BUT NOT LESS THAN 18" FROM ANCHOR DO NOT REQUIRE STEEL PIPE INSERT NOTES: 1) PENETRATIONS WITH DIMENSIONS GREATER THAN 8" REQUIRE TRIM BARS. SEE TYPICAL PT SLAB SMALL OPENING DETAIL. 4 5 D E G , T Y P STANDARD STEEL PIPE INSERT IS REQD WHEN SLAB PENETRATION IS WITHIN 45 DEG. BEARING CONE OF TENDON ANCHORAGE (GALVANIZE AT EXPOSED LOCATIONS) 6", TYP ANCHORAGE TENDON LAYOUT PER PLAN SUPPORT BAR #4 TOP & BOT TIED TO ANCHORAGE EXTEND 6" PAST LAST ANCHOR, TYP 3 " C L R M I N NOTE 1 1 '-6 " M I N 6 1 MAX TENDON CURVATURE GREATER OF 1/2 INTERRUPTED BARS TOP AND BOTTOM OR (2) #5 MIN TOP AND BOTTOM, SPACE AT 3" OC, TYP #5 x 2'-0" MID-DEPTH @ SLABS UP TO 7 1/2", TYP #5 x 2'-0" TOP & BOT @ SLABS > 7 1/2", TYP PT TENDONS / GROUPED TENDONS NOTES: 1. TENDON MUST REMAIN STRAIGHT 1'-0" MIN PAST EDGE OF OPENING, TYP. 2. DETAIL APPLIES TO OPENINGS FROM 8" TO 3'-0" (AT OPENING MAX DIMENSIONS). SEE PLANS FOR REINFORCING AT LARGE OPENINGS. 3. PROVIDE HAIRPINS FOR TENDON CURVATURE GREATER THAN 1:12, BUT LESS THAN 1:6. SEE TYPICAL CURVED PT DETAIL. 4. PROVIDE STANDARD HOOK WHEN EDGE OF SLAB IS WITHIN 2'-0" OF OPENING. 5. VERIFY ALL OPENINGS (INCLUDING PIPING / CONDUIT PENETRATIONS) NOT SHOWN ON STRUCTURAL DRAWINGS WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. 6 1 MAX TENDON CURVATURE SEE NOTE 1 S E C T I ON NOTES : 1) HAIRPINS REQUIRED FOR HORIZONTAL CURVES GREATER THAN 1:12, BUT LESS THAN 1:6. TENDON CURVATURE SHALL NOT EXCEED 1:6. SECTION #4 X 4'-0" @ 6" BANDED TENDONS 12 1TO 3' - 0" 2 " ELEVATION PER PLAN NOTES: 1) T/SLAB ELEVATIONS ON PLANS DO NOT INCLUDE WASH CONCRETE. C L R 1 1 /2 " (1) #4 x 3'-0" ON (4) SIDES (EPOXY COATED) INFILL WITH CONC PIPE6STD (GALV) SEAL JOINT SLEEVE (GALV) PIPE 8XXS W/ (4) 3/4" DIA x 5" STUDS (GALV) CAP PL1/4 (GALV) 1/4 1/4 E Q E Q NOTES: 1) COAT WELDS WITH COLD GALVANIZING COMPOUND AFTER COMPLETION. 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 1 : 5 1 P M S341 TYPICAL CONCRETE FRAMING DETAILS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S341 1 TYPICAL ONE-WAY POST-TENSIONED SLAB DETAIL N.T.S. S341 2 TYPICAL PT SLAB STRESSING ANCHOR DETAIL N.T.S. S341 3 TYPICAL ELEVATED PT SLAB CONSTRUCTION JOINT N.T.S. S341 4 TYPICAL HORIZONTAL FLARE AT TENDON ANCHORAGE N.T.S. S341 5 TYPICAL REINFORCEMENT AT ANCHORAGE ZONE PENETRATIONS N.T.S. S341 6 TYPICAL ADDITIONAL TENDONS FIXED END N.T.S. S341 7 TYPICAL PT SLAB SMALL OPENING DETAIL N.T.S. S341 8 TYPICAL CURVED PT DETAIL N.T.S. S341 9 TYPICAL WASH DETAIL (ELEVATED SLAB) N.T.S. S341 10 TYPICAL ELEVATED SLAB BOLLARD DETAIL REVISION SCHEDULE NO. DESCRIPTION DATE T/SLAB PER PLAN L L/4 L/4 L/3 L/3 L/3 1" MAX PENETRATION ZONES BEAM SLAB PER PLAN PT NOTES: 1. POST-INSTALLED ANCHORS ARE ONLY ALLOWED IN ZONES SHOWN. 2. DETAIL DOES NOT APPLY IN SPANS WITH NON-TYPICAL TENDON DRAPES. 3. NO REINFORCING OR POST-TENSIONING SHALL BE DAMAGED. 3" M I N TY P 2' - 0 " 6" DIA MAX, TYP TYP 1" CLR 3" M I N 3" M I N ADDITIONAL (1) #4 TOP AND BOT, TYP 3" M I N M I N 1 ' - 0 " 3 " M I N 2-CANS 3 " M I N M I N 1 ' - 0 " 3 " M I N 3 " M I N 3 " M I N M I N 1 ' - 0 " 3" MIN 3 " M I N 4-CANS 5-CANS 5-CANS 3-CANS 6" DIA MAX, TYP 6" DIA MAX, TYP 6" DIA MAX, TYP 6" DIA MAX, TYP SLAB TOP BARS BEAM TOP BARS PER SCHEDULE BEAM BOT BARS PER SCHEDULE CLOSED TYPE STIRRUPS. SEE SCHEDULE FOR SIZE AND SPACING ADDED HORIZ BARS EF, SEE "TYP CONC BM SECT & STIRRUPS" P E R S C H E D U L E B E A M D E P T H PER SCHEDULE BEAM WIDTH CLOSED STIRRUP FOR CONFINEMENT ON ONE SIDE ONLY ALTERNATE 2'-0", TYP CAST CONC AFTER TENDON STRESSING / CUTTING TAIL 1-1/2 x3-1/2 x 1'-0" LONG BEVELED KEYED JT @ 24" OC, MAX MECH SPLICE AT CONTRACTOR'S OPTION #4 @ 12" OC TOP & BOT EW SEE PLAN T Y P 1 ' - 6 " S E E P L A N #4 TOP & BOT, TYP #4 x 4'-0" TOP & BOT, TYP #4 x ES OF PT STRAND 1'-6" #4 @ 12" OC TOP & BOT EW, MIN (2) #5, TYP 3'-0", TYP #5 X 2'-0" @ 12", TYP (2) #5 X 4'-0" T & B, TYP 6'-0" X 6'-0" MAX OPENING 3/4" CHANFERED EDGES SLAB OR SLAB ON METAL DECK PER PLAN 1 " VERIFY DIMENSIONS W/ MECH DWGS 2" CLR 4" OR 6" PER EQUIP #4 @ 12" OC EACH WAY #4 @ 12" OC EACH WAY #4 DOWELS @ 48" OC DRILL AND EPOXY TO FLOOR SLAB NOTES: 1) COORDINATE EXACT LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND EQUIPMENT SUPPLIER. SUPPLIER A "A" = WIDTH PER PLAN JOINT PER PLAN "B" = WIDTH PER TABLE COMPRESSED JOINT B "C" = WIDTH PER TABLE EXTENDED JOINT C JOINT WIDTH TABLE MARK DIMENSION A 2" B 1" C 3" NOTES: 1) BLOCK OUT DIMENSIONS PER EXPANSION JOINT MANUFACTURER. 2) ACCOUNT FOR ACTUAL JOINT WIDTH AT TIME OF INSTALLATION DUE TO CREEP, SHRINKAGE, AND TEMPERATURE MOVEMENT. 3) INSTALL EXPANSION JOINT AFTER (4) WEEKS, FOLLOWING CONCRETE PLACEMENT. 4) SEE ARCHITECTURAL PLANS FOR EXPANSION JOINT TYPE. NOTE 1 TEMPERATURE TENDONS PER PLAN CURVE TENDON AROUND BLOCK-OUT TOOL CONSTRUCTION JOINT ON ALL SIDES OF BLOCK-OUT AND SEAL S E C T I O N 1' - 0" 1' - 0" 2 '-0 " M I N * TOP 3'-0" EA SIDE OF BLOCK-OUT (2) #4 X SECTION TOOL AND SEAL JOINT NON-STRESSING END STRESSING END NOTES: 1) (*) VERIFY STRESSING BLOCKOUT SIZE WITH PT SUPPLIER PRIOR TO CONSTRUCTION. 2) ALL REINFORCING SHOWN ON THE STRUCTURAL PLANS SHALL BE CONTINUOUS THROUGH THE BLOCKOUT OR SPLICED. REINF PER PLAN REINF PER PLAN 1 " C L R 2 1 /2 " C L R (3) #4 TOP & BOT, MIN REINF PER PLAN REINF PER PLAN #4 X @ 12" BEAM/ SPAN STAGGER LENGTH EQ EQ STAGGER LENGTH PER SCHEDULE PER SCHEDULE REINF AND SPACING PER SCHEDULE REINFORCEMENT PER TYP OPENING DETAIL COORDINATE DRAIN INSTALLATION WITH PLUMBING CONTRACTOR 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 1 : 5 4 P M S342 TYPICAL CONCRETE FRAMING DETAILS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S342 1 TYPICAL ONE-WAY PT SYSTEM POST-INSTALLED ANCHOR DETAIL N.T.S. S342 2 TYPICAL SLEEVE PENETRATION DETAIL N.T.S. S342 3 TYPICAL CONCRETE EDGE BEAM DETAIL N.T.S. S342 4 TYPICAL STRESSING BLOCKOUT DETAIL N.T.S. S342 5 TYPICAL ELEVATED CIP SLAB OPENING DETAIL N.T.S. S342 6 TYPICAL EQUIPMENT PAD N.T.S. S342 7 TYPICAL EXPANSION JOINT DETAILS N.T.S. S342 8 TYPICAL ELEVATED SLAB STRESSING BLOCKOUT DETAIL N.T.S. S342 9 TYPICAL MILD REINFORCEMENT STAGGER DETAIL N.T.S. S342 10 FLOOR/ROOF DRAIN (ELEVATED SLAB) REVISION SCHEDULE NO. DESCRIPTION DATE A A B B B# BEAM MARK B# B# LEFT END OF BEAM RIGHT END OF BEAM D E P T H B E A M A 0 ", T Y P INFLECTION POINT AT L/10, TYP L / 3 B1 B3 INFLECTION POINT AT L/2, TYP CONTINUOUS BOT REINF SPLICE PER TABLE AT THIRD POINTS L / 6 L / 6 B2 CONT TOP REINF SPLICE PER TABLE AT MIDSPAN SEE BEAM SCHEDULE FOR STIRRUP SPACING STD 90 DEG HOOK TYPICAL AT DISCONTINUITIES C T1 T2 B L = CLEAR SPAN 2" TYP LEFT END RIGHT END D E P T H B E A M A 0 ", T Y P INFLECTION POINT AT L/10, TYP L / 3 B1 INFLECTION POINT AT L/2, TYP CONTINUOUS BOT REINF SPLICE PER TABLE AT THIRD POINTS L / 6 L / 6 B2 CONT TOP REINF SPLICE PER TABLE AT BM THIRD POINTS SEE BEAM SCHEDULE FOR STIRRUP SPACING T1 T2 A (OR C AT CONT SPANS) 0 ", T Y P INFLECTION POINT AT L/10 L / 3 B#, NOTE 1 B3 L / 6 L / 6 B2 T#, NOTE 1 L = CLEAR SPAN L = CLEAR SPAN B CONT BEAM WHERE OCCURS 2" TYP NOTES: 1) PROVIDE B3 AND T2 BARS AT CONTINUOUS BEAM PROVIDE B1 AND T1 BARS AT DISCONTINUOUS BEAM. STD 90 DEG HOOK AT DISCONTINUITIES. PROVIDE TERMINATORS AS REQ TO REDUCE CONGESTION AND MAINTAIN CLEARANCES INFLECTION POINT AT L/10 INFLECTION POINT AT L/10 C B LEFT END RIGHT END LEFT END RIGHT END B E A M D E P T H 2" CLR, TYP TYP 1 1/2" CLR, MIN 1 1/2" CLR, CENTROID OF PT 4 1/2" BEAM WIDTH B E A M D E P T H 2" CLR, TYP TYP 1 1/2" CLR, MIN 1 1/2" CLR, CENTROID OF PT BEAM WIDTH SUPPORT BARS AS REQD AT BEAM MIDSPAN ALONG BEAM SPAN PER SCHED TIE, MATCH SCHEDULE (ALTERNATE HOOK) SUPPORT BAR AS NEEDED, TYP TYPE S1 TYPE S2-ALT TYPE S2 PER SCHED PER SCHED PLAN SECTION B 12 1 SECTION A #5X4'-0" EA SIDE OF ANCHOR (CENTER AT TENDON CG) BEAM BEYOND SLAB NOTE 1 NOTES: 1) SEE TYPICAL PT SLAB STRESSING ANCHOR DETAIL. 2) SPLAY TENDONS AND STRESS AT SLAB EDGE AS REQD. HOOK AT DISCONTINUITY (1) #4 X EA SIDE OF ANCHOR 12" STRAIGHT SEE NOTE 2 COLUMN T E N D O N C G D I M P E R S C H E D TYPICAL RAMP DOWN RAMP UP B E A M D E P T H B E A M D E P T H B E A M D E P T H 2 " C L R 2 " C L R 2 " C L R 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 1 : 5 7 P M S343 TYPICAL CONCRETE FRAMING DETAILS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S343 3 TYPICAL CONCRETE BEAM KEY N.T.S. S343 1 TYPICAL SINGLE SPAN POST-TENSIONED / MILD REINFORCED BEAM - TYPE 1 N.T.S. S343 2 TYPICAL MULTI-SPAN POST-TENSIONED / MILD REINFORCED BEAM - TYPE 2 N.T.S. S343 4 TYPICAL POST-TENSIONED BEAM REINFORCEMENT DETAIL N.T.S. S343 5 TYPICAL STIRRUP DETAIL N.T.S. S343 7 TYPICAL PT BEAM ANCHORAGE DETAIL N.T.S. S343 6 TYPICAL BEAM DETAIL AT RAMP REVISION SCHEDULE NO. DESCRIPTION DATE T/SLAB PER PLAN SLAB PER PLAN NOTES: 1. THIS SECTION OCCURS AT UP-TURNED BEAMS AND SHALL BE PLACED MONOLITHICALLY WITH SLAB. CONSTRUCTION JOINT NOT PERMITTED IN BEAM DEPTH. (4) #5 EACH FACE SIDE BARS (LAP 2'-0" AT MID-SPAN) BEAM PER PLAN 1 1/2" CLR 2" C L R 1 1 / 2 " C L R BE A M D E P T H 4 1 / 2 " C E N T R O I D O F P T , U N O 5" CLR PT TENDON BUNDLES: (6) TENDONS PER BUNDLE MAX 1 1/2" CLR DRIP EDGE 1/4"/FT 3' - 6 " M I N BUNDLED TENDONS DIST TENDONS BEAM TENDONS 6" C L R M I N 1' - 0 " C L R M A X H = SLAB DEPTH (5) TENDONS MAX (3) TENDONS MAX O R 5 '-0 " M A X 8 H (6) TENDONS MAX PER BUNDLE SUPPORT BAR AS REQD .SLAB THICKNESS (1) #5 X 4'-0" EA FACE BEAM BOT REINF BEAM STIRRUPS 3 " M A X 2" 2 " 10" MAX BEAM TOP REINF PT TENDON RELOCATE INTERRUPTED STIRRUPS EA SIDE (2) MIN, PLACE @ 2" OC NOTES: 1) MAINTAIN 8" CLEAR FROM PT TENDON, MIN. 2) LOCATE BLOCKOUTS AS SHOWN ON PLAN IN MIDDLE HALF OF BEAM. C L L L/2 EQ EQ ALT LOCATION E Q E Q E Q SLAB WHERE OCCURS KEY, FULL WIDTH OF BEAM EXTEND ALL BEAM BARS THRU JOINT 4" MIN FIRST POUR 1 1/2" BM TOP/ BOT BARS (CONTINUOUS THRU JOIUN) 3" TYP BM SHEAR REINF PER SCHED (2) #5 X EA SIDE OF JOINT BIKE POST PER SUPPLIER EMBED PL1/2 x 4 x 0'-6" (GALV) W/ (2) 1/2" DIA x 4" WELDED HEADED STUDS (GALV) 2 " 2 " 1 1/2" 3" 1 1/2" 6" 4 " BIKE POST TO EMBED PLATE CONNECTION PER BIKE RACK MANUFACTURER EMBED PLATE SLAB PER PLAN NOTES: 1) SEE ARCH PLANS FOR BIKE RACK LOCATIONS. 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 2 : 0 3 P M S344 TYPICAL CONCRETE FRAMING DETAILS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S344 1 TYPICAL POST-TENSIONED UP-TURNED BEAM N.T.S. S344 2 TYPICAL GROUPED/ BUNDLED TENDONS DETAIL N.T.S. S344 3 TYPICAL POST-TENSIONED BEAM BLOCKOUT DETAIL N.T.S. S344 4 TYPICAL BEAM CONSTRUCTION JOINT DETAIL N.T.S. S344 5 TYPICAL BIKE RACK ATTACHMENT DETAIL REVISION SCHEDULE NO. DESCRIPTION DATE PRECAST PANEL PER SUPPLIER. SEE ARCH DRAWINGS FOR ALL REVEAL LOCATIONS AND DIMENSIONS, TYP. 8" T/SLAB PER PLAN SLAB PER PLAN 8" 3' - 0" 2" EMBED PLATE AND LATERAL-ONLY CONNECTION TO PRECAST PANEL BY PRECAST SUPPLIER. COORDINATE LOCATION PRIOR TO CONSTRUCTION, TYP COLUMN PER PLAN 1' - 0" 1' - 0" 2' - 0" 3' - 0" 2" 3' - 0" 2" BARRIER CABLE, TYP 5" 5" SLAB PER PLAN, TYP 6" 6" T/SLAB PER PLAN SLAB PER PLAN 1' - 0" 1/4"/FT 1' - 0" 1' - 0 " 2' - 0 " 6" 3' - 6 " M I N CONCRETE CURB WALL #4 CONT @ 10" OC #4 X @ 12" OC #4 X @ 12" OC (2) #4 CONT, TOP NOTES: 1. SEE "TYPICAL BARRIER WALL TO COLUMN DETAIL" FOR ADDITIONAL INFORMATION. EMBED PLATE AND LATERAL-ONLY CONNECTION TO PRECAST PANEL BY PRECAST SUPPLIER. COORDINATE LOCATION PRIOR TO CONSTRUCTION, TYP T/SLAB PER PLAN POST-TENSIONED BEAM PER PLAN SLAB PER PLAN EMBED PLATE AND LATERAL-ONLY CONNECTION TO PRECAST PANEL BY PRECAST SUPPLIER. COORDINATE LOCATION PRIOR TO CONSTRUCTION, TYP PRECAST PANEL PER SUPPLIER. SEE ARCH DRAWINGS FOR ALL REVEAL LOCATIONS AND DIMENSIONS, TYP. NOTES: 1. SEE "TYPICAL POST-TENSIONED UP-TURNED BEAM" DETAIL FOR ADDITIONAL INFORMATION. M I N 3 ' - 6 " T/SLAB PER PLAN POST-TENSIONED BEAM PER PLAN SLAB PER PLAN EMBED PLATE AND LATERAL-ONLY CONNECTION TO PRECAST PANEL BY PRECAST SUPPLIER. COORDINATE LOCATION PRIOR TO CONSTRUCTION, TYP PRECAST PANEL PER SUPPLIER. SEE ARCH DRAWINGS FOR ALL REVEAL LOCATIONS AND DIMENSIONS, TYP. NOTES: 1. SEE "TYPICAL POST-TENSIONED UP-TURNED BEAM" DETAIL FOR ADDITIONAL INFORMATION. M I N 3 ' - 6 " T/SLAB PER PLAN POST-TENSIONED BEAM PER PLAN SLAB PER PLAN NOTES: 1. SEE "TYPICAL POST-TENSIONED UP-TURNED BEAM" DETAIL FOR ADDITIONAL INFORMATION. M I N 3 ' - 6 " DRIP EDGE SLAB PER PLAN BEAM PER PLAN T/SLAB PER PLAN RAILING PER ARCH. CONNECTION / EMBED PLATE PER SUPPLIER. 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 2 : 0 0 P M S351 CONCRETE FRAMING SECTIONS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 3/4" = 1'-0" S351 2 SECTION 3/4" = 1'-0" S351 3 SECTION 3/4" = 1'-0" S351 1 SECTION 3/4" = 1'-0" S351 4 SECTION 3/4" = 1'-0" S351 5 SECTION 3/4" = 1'-0" S351 6 SECTION 3/4" = 1'-0" S351 7 SECTION REVISION SCHEDULE NO. DESCRIPTION DATE CMU BOND BEAM LINTEL MIN, UNO 8" BEARING REINFORCED BOND BEAM LINTEL PER PLAN PROVIDE (1) #5 VERT EACH SIDE OF OPENING IN SOLID- GROUTED CORES. RUN REINFORCING STEEL CONT. THROUGH LINTEL, FULL HEIGHT OF WALL. CMU WALL PER PLAN NOTE : INSTALL LINTELS TO PROVIDE EQUAL BEARING LENGTH EACH SIDE OF OPENING, UNO NOTES: 1. PROVIDE MINIMUM OF 8" BEARING AT BOND BEAM LINTELS, UNO. 2. PROVIDE FULL HEIGHT VERTICAL BAR EACH SIDE OF AND ADJACENT TO EVERY OPENING. SEE LINTEL BEARING DETAILS FOR ADDITIONAL INFORMATION. 3. HORIZONTAL REINFORCING TO CONSIST OF 9 GAUGE LADDER TYPE WIRE REINFORCING SPACED AT 16" OC VERTICALLY, UNO. 4. PROVIDE CONTINUOUS BOND BEAM LINTELS OVER ADJACENT OPENINGS WITH LESS THAN 2'-8" OF MASONRY BETWEEN OPENINGS. 5. MINIMUM LAP OF REINFORCING WITHIN THE WALL SHALL BE 48 BAR DIAMETERS. OF END OF WALL OR MOVEMENT JOINT VERTICAL REINFORCING PER CMU WALL REINF SCHEDULE HORIZONTAL REINFORCING SEE NOTE 3 CONTINUOUS BOND BEAM AT TOP OF WALL SEE NOTE 4 NOTE 1, TYP OPENING BAR SEE NOTE 2 PROVIDE DOWELS TO MATCH WALL REINFORCEMENT (LAP 24", UNO) T/FTG . T/WALL . PLACE BAR WITHIN 8" SEE REBAR POSITIONER CENTERING CLIP CMU CMU VERT REINF VERT REINF REBAR POSITIONER CENTERING CLIP NOTES : 1. ONLY ONE ANCHOR MAY BE PLACED IN EACH CORE. 2. SHADED AREAS ARE ACCEPTABLE AREAS TO USE POST-INSTALLED ANCHORS. 3. ANCHOR LOCATIONS MUST STAY 1" CLEAR OF MORTAR JOINTS. 4. ANCHOR LOCATIONS MUST CLEAR INTERIOR WALLS OF CMU. EDGE OF WALL ED G E O F W A L L 1" TYP 1" TYP 1" TYP 1" T Y P CORNER INTERSECTION CONTROL JOINT END CMU BOND BEAM UNIT W/ OPEN BOTTOM BOND BEAM REINF CORNER BARS MATCH BOND BEAM REINF (LAP SPLICE) CUT CMU WEBS AND FACE SO GROUT AND REINF ARE UNINTERRUPTED, TYP CMU BOND BEAM UNIT W/ OPEN BOTTOM BOND BEAM REINF INTERSECTION BARS MATCH BOND BEAM REINF (LAP SPLICE) VERTICAL REBAR SIZE TO MATCH WALL REINF, TYP VERTICAL REBAR SIZE TO MATCH WALL REINF BOND BEAM REINF. TERMINATE 2" BACK FROM CONTROL JOINT EACH SIDE PRE-FORMED CONTROL JOINT GASKET IN SASH BLOCK CMU BACKER ROD AND SEALANT EACH SIDE BOND BEAM REINF. TERMINATE 2" BACK FROM END OF WALL VERTICAL REBAR SIZE TO MATCH WALL REINF, TYP BOND BEAM DETAILS CORNER INTERSECTION CONTROL JOINT END JOINT REINFORCEMENT DETAILS PREFABRICATED L-SHAPE JOINT REINF AT WALL CORNER. MATCH CONTINUOUS JOINT REINF AND LAP SPLICE 6" MIN. PREFABRICATED T-SHAPE JOINT REINF AT WALL INTERSECTION. MATCH CONTINUOUS JOINT REINF AND LAP SPLICE 6" MIN. PRE-FORMED CONTROL JOINT GASKET IN SASH BLOCK CMU JOINT REINF. TERMINATE 2" BACK FROM CONTROL JOINT EACH SIDE JOINT REINF. TERMINATE 2" BACK FROM END OF WALL BACKER ROD AND SEALANT EACH SIDE VERTICAL REBAR SIZE TO MATCH WALL REINF, TYP VERTICAL REBAR SIZE TO MATCH WALL REINF VERTICAL REBAR SIZE TO MATCH WALL REINF, TYP NOTES: 1. VERTICAL REINFORCEMENT INDICATED ON THIS DETAIL IS REQUIRED IN ADDITION TO SCHEDULED VERTICAL REINFORCEMENT, UNLESS SCHEDULED REINFORCEMENT ALREADY OCCURS AT THE INDICATED LOCATIONS. 2. PROVIDE LAPPED DOWELS INTO FOUNDATION AT ALL VERTICAL REINFORCEMENT. STEEL BEAM THROUGH CMU WALL CONCRETE BEAM THROUGH CMU WALL 3/4" GAP, TYP NON-BEARING CMU WALL NON-BEARING CMU WALL FIREPROOFING BY OTHERS, WHERE OCCURS STEEL BEAM 3/4" GAP, TYP CMU WALL REINFORCEMENT SCHEDULE CMU1 MARK SIZE REINFORCEMENT REMARKS 8" #5 @ 32" OC VERT WITH #5 @ 48" OC HORIZ BOND BEAMS. GROUT ALL CELLS SOLID. NOTES: 1. SEE THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, AND SPECIFICATIONS FOR REQUIRED HORIZONTAL (BOND BEAM AND JOINT) REINFORCEMENT AND REQUIRED ADDITIONAL VERTICAL REINFORCEMENT. 2. PROVIDE MATCHING HOOKED DOWELS INTO THE FOUNDATION FOR ALL VERTICAL REINFORCEMENT. GROUT SOLID ALL CELLS CONTAINING VERTICAL REINFORCEMENT. 3. ALL DOWEL BARS SHALL BE EPOXY COATED REINFORCING WITHIN PARKING STRUCTURE. 4. ALL NON-BEARING CMU WALLS SHALL BE BRACED AT THE TOP OF WALL PER TYPICAL DETAILS. TYP BAR PLACEMENT EQ EQ SEE NOTE 3 WALL HEIGHT SIZE REINFORCEMENT REMARKS NON-BEARING WALLS: BEARING WALLS: UP TO 8'-0" 8" #5 @ 48" OC VERT WITH #5 @ 48" OC HORIZ BOND BEAMS SEE NOTE 3 8'-1" TO 12'-0" 8" 12'-1" TO 16'-0" 8" SEE NOTE 3 SEE NOTE 3 #5 @ 48" OC VERT WITH #5 @ 48" OC HORIZ BOND BEAMS #5 @ 32" OC VERT WITH #5 @ 48" OC HORIZ BOND BEAMS 16'-1" TO 20'-0" 8" SEE NOTE 3 #6 @ 16" OC VERT WITH #5 @ 48" OC HORIZ BOND BEAMS CMU2 8" #5 @ 8" OC VERT WITH #5 @ 48" OC HORIZ BOND BEAMS. GROUT ALL CELLS SOLID. SEE NOTE 3 CMU LINTEL SCHEDULE MARK SECTION LENGTH TYPE NOTES CMUL1 LINTEL SCHEDULE NOTES: 1. ALL LINTELS BEAR 0'-8" ONTO SUPPORTING WALLS, UNO. 2. ALL STEEL LINTELS SHALL BE GALVANIZED. TYPES: A BOND BEAM W/ (2) #5 CONT BARS SOLID GROUTED COURSES OF BLOCK. POUR GROUT AT SAME TIME AS BOND BEAM 8" W x 8" H PER ARCH A H - 3" CMUL2 8" W x 16" H PER ARCH A MASONRY REINFORCING STEEL LAP SPLICE CHART BAR SPLICE LENGTHS BAR SPLICE LENGTHS #3 27" #4 36" #5 45" #6 54" #7 63" #8 72" #9 82" NOTES : BARS LARGER THAN #9 ARE REQUIRED TO BE SPLICED BY MECHANICAL CONNECTORS UNLESS SPECIFICALLY SHOWN ON PLANS. SPLICES BASED ON fs TAKEN EQUAL TO 100% OF THE ALLOWABLE TENSILE STRESS OF 24000 PSI. BASED ON f'm >= 1500 PSI 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 0 : 0 9 P M S401 CMU DETAILS AND SCHEDULES 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S401 1 TYPICAL LINTEL BEARING DETAILS N.T.S. S401 2 TYPICAL REINFORCING AT CMU WALLS N.T.S. S401 3 TYPICAL REBAR POSITIONERS N.T.S. S401 4 ACCEPTABLE LOCATIONS FOR POST-INSTALLED ANCHORS IN CMU WALLS N.T.S. S401 5 TYPICAL CMU WALL JOINT DETAILS N.T.S. S401 6 TYPICAL CMU NON-BEARING WALL ISOLATION DETAILS N.T.S. S401 7 CMU WALL REINFORCEMENT SCHEDULE N.T.S. S401 8 CMU LINTEL SCHEDULE N.T.S. S401 9 MASONRY LAP SPLICE TABLE REVISION SCHEDULE NO. DESCRIPTION DATE 3/16 8" MIN BOND BEAM L3x3x1/4x1'-0" (GALV) MIN @ 48" OC SLAB OR BEAM EMBED PL1/4x4x1'-0" (GALV) W/(2) 3/4" DIA x 4" STUDS (CENTERED ON PL 2" FROM ENDS) BOND BEAM L3x3x1/4X1'-2" MIN @ 48" OC PL3/8x1'-0" (GALV) MIN @ 48" OC 3/16 8" MIN TYP SLAB OR BEAM EMBED PL1/4x4x1'-0" (GALV) W/(2) 3/4" DIA x 4" STUDS @ 48" OC 2" 3" 3" 4" TOP OF WALL DETAILS AT CONCRETE SLAB OR BEAMS DOWEL DETAIL 3/ 4 " G A P 3" 1' - 6 " EPOXY NOTES: 1) GALVANIZE ALL STEEL. EMBED PL1/4x6x1'-0" (GALV), UNO 3/ 4 " G A P 3/16 1-1/2" MIN TYP ELEVATED SLAB WALL CENTERED ON BEAM BOND BEAM 3/16 3/16 3" M I N 2" MIN BENT PL1/4 x 1'-0" @ 48" OC 3/ 4 " G A P CMU WALL PER PLAN BEAM PER PLAN GROUT SOLID AFTER SETTING BEAM PL1/2"X6"X8" AT 8" CMU W/ (2) 1/2" DIA X 6" HEADED STUDS POSITION EDGE OF PLATE FLUSH WITH CMU WALL FACE AT BEAM SIDE AS SHOWN (GALV PL AND STUDS) GROUT SOLID BELOW BEAM BEARING 24" (MIN) WIDE X FULL HEIGHT OF WALL, CENTERED UNDER BEAM 3/16 2 3/16 2 2 3/4" METAL ROOF DECK AND DECK SPAN ORIENTATION PER PLAN CMU WALL PER PLAN BOND BEAM W/ (2) #5 AT FIRST FULL COURSE BELOW DECK BEARING ELEVATION WITH SOLID- GROUTED COURSE ABOVE) BRG PER PLAN DECK BOND BEAM W/ (2) #5 AT TOP OF WALL 2 1 / 2 " CONT L6x4x5/16 (LLV) (GALV) W/ 1/2" DIA ADHESIVE ANCHOR @ 2'-0" OC. EMBED = 4 1/2" (ADJUST HEIGHT FOR SIM CONDITION TO ALIGN WITH FLUTES T/PARAPET PER ARCH CMU WALL PER PLAN CONT #5 VERTICAL BAR GROUT SOLID OR FILL WITH SOLID CMU AS REQD WHEN BEAM FLANGE WIDTH IS LESS THAN CMU WALL THICKNESS 1/4 4 1/4 4 BEAM PER PLAN PL1/2x7x7 AT 8" CMU PL1/2x9x9 AT 10" CMU PL1/2x11x11 AT 12" CMU W/ (2) 1/2" DIA X 6" HEADED STUDS (TYP). SET INTO GROUTED BLOCK PROVIDE (1) #5 VERT BAR IN SOLID GROUTED CORES FULL HEIGHT OF CMU UP TO BEAM BEARING ELEVATION (SOLID GROUTED WIDTH EQUAL TO OR GREATER THAN BEARING DIMENSION) 1" MAX UNO 8" BRG T/SLAB PER PLAN GLASS STOREFRONT PER ARCH SLAB PER PLAN BEAM PER PLAN BOND BEAM W/ (2) #5 CONT 8" CMU - REINF W/ #5 @ 32" OC. GROUT ENTIRE WALL SOLID DOUBLE BOND BEAM W/ (2) #5 IN EACH, TYP AT EACH LEVEL BEAM 111'-4" CMU WALL PER PLAN T/BOND METAL ROOF DECK AND DECK SPAN ORIENTATION PER PLAN CMU WALL PER PLAN BOND BEAM W/ (2) #5 AT HIGHEST FULL COURSE BELOW TOP OF WALL W/ SOLID-GROUTED CUT COURSE (AS REQUIRED) ABOVE BRG PER PLAN DECK CONT PL3/8x4 (GALV) W/ 1/2" DIA x 4" WELDED HEADED STUDS @ 12" OC 1 1/2" METAL ROOF DECK AND DECK SPAN ORIENTATION PER PLAN CMU WALL PER PLAN BOND BEAM W/ (2) #5 AT HIGHEST FULL COURSE BELOW TOP OF WALL W/ SOLID-GROUTED CUT COURSE (AS REQUIRED) ABOVE BRG PER PLAN DECK CONT PL3/8x4 (GALV) W/ 1/2" DIA x 4" WELDED HEADED STUDS @ 12" OC 1 1/2" METAL ROOF DECK AND DECK SPAN ORIENTATION PER PLAN BOND BEAM W/ (2) #5 AT FIRST FULL COURSE BELOW DECK BEARING ELEVATION WITH SOLID- GROUTED COURSE ABOVE) CONT L6x4x5/16 (LLV) (GALV) W/ 1/2" DIA ADHESIVE ANCHOR @ 2'-0" OC. EMBED = 4 1/2" (ADJUST HEIGHT FOR SIM CONDITION TO ALIGN WITH FLUTES DECK PER PLAN BRG 2 1 / 2 " PUDDLE WELDS PER SCHEDULE, TYP STRINGER / CONNECTION TO CMU PER STAIR SUPPLIER CMU WALL PER PLAN BOND BEAM W/ (2) #5 AT FIRST FULL COURSE BELOW BOTTOM OF LANDING SLAB WITH SOLID- GROUTED COURSES EXTENDING 2'-0" ABOVE, MIN T/LANDING PER ARCH T/SLAB PER PLAN SLAB PER PLAN BEAM PER PLAN CMU WALL PER PLAN CMU WALL PER PLAN EMBED PLATE DETAIL 3" 6" 3" 3" 6" 3" SLAB PER PLAN BEAM PER PLAN SLAB ON METAL DECK PER PLAN. SEE PLAN FOR DECK ORIENTATION. T/SLAB PER PLAN ANGLE PER PLAN EMBED PL3/8x12x1'-0" (GALV) @ 3'-0" OC W/ (4) 1/2" DIA x 5" WELDED HEADED STUDS. 1/4 6" 1/4 6" TOOL AND SEAL JOINT NON-BEARING CMU WALL PER SCHEDULE 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 2 : 0 6 P M S402 CMU SECTIONS AND DETAILS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S402 1 TYPICAL CMU NON-BEARING AND NON-SHEAR WALLS DETAILS N.T.S. S402 2 TYPICAL BEAM BEARING ON (PERPENDICULAR TO) CMU WALL 3/4" = 1'-0" S402 4 SECTION N.T.S. S402 3 TYPICAL BEAM BEARING ON (PARALLEL TO) CMU WALL 3/4" = 1'-0" S402 5 SECTION 3/4" = 1'-0" S402 6 SECTION 3/4" = 1'-0" S402 7 SECTION 3/4" = 1'-0" S402 8 SECTION 3/4" = 1'-0" S402 9 SECTION REVISION SCHEDULE NO. DESCRIPTION DATE 3/4" = 1'-0" S402 10 SECTION 3/4" = 1'-0" S402 11 SECTION STEEL DECK SCHEDULE D1 MARK SUPPORT FASTENER TYPE NOTES 5/8" DIA PUDDLE WELDS NOTES: 1. FASTEN THROUGH MULTIPLE SHEETS AT ALL END AND SIDE LAPS. 2. END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS. 3. DECK SHALL BE INSTALLED IN MINIMUM THREE SPAN CONDITION, UNO. 3" HEIGHT 20 GA GAUGE TYPE N TYPE GALV FINISH PERIMETER SUPPORT FASTENER PATTERN 24/4 INTERIOR SUPPORT FASTENER PATTERN 24/4 SIDELAP FASTENER TYPE #10 TEK SCREWS I N T E R I O R S U P P O R T F A S T E N E R P A T T E R N P E R S C H E D U L E SUPPORT FASTENER TYPE PER SCHEDULE SIDELAP FASTENER TYPE AND PATTERN PER SCHEDULE FASTENER REQUIRED AT ALL SIDELAP SUPPORT POINTS S H E ET W I D T H S E E PLA N SEE PLA N S E E PLA N SUPPORT FASTENER TYPE PER SCHEDULE SIDELAP FASTENER TYPE AND PATTERN PER SCHEDULE BEAM OR JOIST FASTENER REQUIRED AT ALL SIDELAP SUPPORT POINTS S H E ET W I D T H I N T E R I O R S U P P O R T F A S T E N E R P A T T E R N P ER SC H E D U L E SEE PLA N SEE PLA N S E E PLA N BEAM OR JOIST P E R I M E T E R S U PP O R T F A S T E N E R P A T T E R N P ER SC H E D U L E P E R I M E T E R S U PP O R T F A S T E N E R P A T T E R N P ER SC H E D U L E 1-1/2" DECK FASTENER PATTERN DIAGRAM 24" COVERAGE 24/4 PATTERN 36" COVERAGE 36/7 PATTERN 36/5 PATTERN 36/4 PATTERN 36/3 PATTERN 3" DECK FASTENER PATTERN DIAGRAM SUPPORT FASTENER PATTERN DEFINITION SIDELAP FASTENER PATTERN 3 PER SPAN D2 5/8" DIA PUDDLE WELDS 1 1/2" 20 GA TYPE B GALV 36/7 36/4 #10 TEK SCREWS 3 PER SPAN SLAB ON DECK SCHEDULE S1 MARK SLAB REINFORCING NOTES 6x6-W2.1xW2.1 WWF NOTES: 1. CONCRETE TO BE NORMAL WEIGHT, UNO. 2. FASTEN THROUGH MULTIPLE SHEETS AT ALL END AND SIDE LAPS. 3. END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS. 4. DECK SHALL BE INSTALLED IN MINIMUM THREE SPAN CONDITION, UNO. 5. FOR DECK SPANS 6'-0" OR LESS, PROVIDE ONE SIDELAP FASTENER AT MID-SPAN OF EACH JOIST OR BEAM SPACE. FOR DECK SPANS EXCEEDING 6'-0", PROVIDE SIDELAP FASTENERS AT 3'-0" OC, MAX. 3" HEIGHT 20 GA GAUGE COMPOSITE TYPE GALV FINISH SUPPORT FASTENER TYPE 5/8" DIA PUDDLE WELDS SUPPORT FASTENER PATTERN 36-4 SIDELAP FASTENER TYPE BUTTON PUNCH SUPPORT FASTENER TYPE PER SCHEDULE SIDELAP FASTENER TYPE AND PATTERN PER SCHEDULE BEAM OR JOIST FASTENER REQUIRED AT ALL SIDELAP SUPPORT POINTS S H E ET W I D T H S U P PO R T F A S T E N E R P A T T E R N P E R S C H E D U L E SEE PLA N SEE PLA N S E E PLA N 36" COVERAGE 36/4 PATTERN FASTENER PATTERN DIAGRAM SIDELAP FASTENER PATTERN SEE NOTE 5 SLAB THICKNESS DEFINITION SUPPORT FASTENER PATTERN DEFINITION PLACE REINF 3/4" CLEAR FROM TOP OF SLAB FLOOR DECK 6 1/2" SLAB T T STEEL COLUMN (C) SCHEDULE NOTES: 1. WELDS COLUMNS TO BASE PLATES WITH 1/4" ALL AROUND FILLET WELD, UNO. 2. PROVIDE 1/4" CAP PLATE ON ALL HSS COLUMNS, UNO. 3. PROVIDE PLATE WASHERS AT MOMENT FRAME COLUMN BASE PLATES PER TYPICAL DETAIL. ANCHOR ROD TYPES: TYPE "A" ROD T/CONC PER PLAN HEX NUT TACK WELD NUT TO ROD 3/4" DIA ASTM F1554 GRADE 36 ROD 6" THREADED PROJECTION 1/ 2 " LE N G T H 12 " E M B E D LEVELING NUT HEX NUT AND WASHER 4 1/2" 4 1/2" 4 1 / 2 " 4 1 / 2 " TYPE "A" ROD PL3/4 x 12 x 1'-0" HSS6x6x1/4 C1 EMBED PL3/4 x 12 x 1'-0" W/ (4) 3/4" DIA x 6" WELDED HEADED STUDS HSS6x6x1/4 C2 3" 6" 3" 3" 6" 3" 1/2" 2" EA END EQ (MAX 12" OC) EQ (MAX 12" OC) EQ (MAX 12" OC) EQ (MAX 12" OC) 2" EA END PERIMETER DECK SUPPORT PER PLAN 3/4" DIA HILTI HY 200 HIT ADHESIVE ANCHOR. INSTALL INTO SOLID GROUTED MASONRY (MIN EMBED = 5") LENGTH PER PLAN 1 1 / 2 " 1/4 1/4 BEAM PER PLAN COLUMN PER PLAN NOTE: SHOP WELD AT CONTRACTOR'S OPTION CAP PL1/8, MIN RECTANGULAR HSS PIPE OR HSS RECTANGULAR HSS CAP PL1/8, MIN BEAM COLUMN / BRACE INTERSECTION 1/8 1/8 1/8 CAP PL1/8, MIN NOTES: 1. PROVIDE CAP PLATES AT ALL EXPOSED ENDS OF ALL HSS OR PIPE MEMBERS. 2. PROVIDE CAP PLATES FOR ALL COLUMNS WHETHER EXPOSED TO VIEW OR NOT. PIPE / ROUND HSS 1/8 CAP PL1/8, MIN PIPE / ROUND HSS CAP PL1/8, MIN 1/8 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 2 : 2 4 P M S501 STEEL DETAILS AND SCHEDULES 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 N.T.S. S501 1 STEEL DECK SCHEDULE N.T.S. S501 2 SLAB ON DECK SCHEDULE N.T.S. S501 3 STEEL COLUMN SCHEDULE N.T.S. S501 4 TYPICAL DECK SUPPORT ANGLE ANCHORAGE REVISION SCHEDULE NO. DESCRIPTION DATE N.T.S. S501 5 TYPICAL HSS BEAM TO HSS COLUMN CONNECTION N.T.S. S501 6 TYPICAL CAP PLATE DETAIL T/STL PER PLAN BEAM PER PLAN T/LANDING PER ARCH STRINGER / CONNECTION PER STAIR SUPPLIER PRECAST PANEL PER SUPPLIER. SEE ARCH DRAWINGS FOR ALL REVEAL LOCATIONS AND DIMENSIONS, TYP. EMBED PLATE AND LATERAL-ONLY CONNECTION TO PRECAST PANEL BY PRECAST SUPPLIER. COORDINATE LOCATION PRIOR TO CONSTRUCTION, TYP 3/16 2-12 BEAM PER PLAN SLAB ON METAL DECK PER PLAN. SEE PLAN FOR DECK ORIENTATION. BENT PL 5/16 x 6-1/2" x (PLAN DIM - 1") CONT RAILING PER ARCH. CONNECTION PER SUPPLIER. #4 x 4'-0" DBA AT 24" OC T/SLAB PER PLAN 1 3 / 4 " BEAM PER PLAN. BEAM IS ASSUMED TO ACT AS A WIND GIRT. NO VERTICAL LOADS SHALL BE APPLIED. T/STL PER PLAN PRECAST PANEL PER SUPPLIER. SEE ARCH DRAWINGS FOR ALL REVEAL LOCATIONS AND DIMENSIONS, TYP. EMBED PLATE AND LATERAL-ONLY CONNECTION TO PRECAST PANEL BY PRECAST SUPPLIER. COORDINATE LOCATION PRIOR TO CONSTRUCTION, TYP METAL ROOF DECK PER PLAN T/PARAPET PER ARCH BRG PER PLAN DECK PRECAST PANEL PER PRECAST SUPPLIER EMBED PL3/8x12x1'-0" (GALV) @ 4'-0" OC W/ (4) 1/2" DIA x 5" WELDED HEADED STUDS. MIN (2) PER SIDE. SEE EMBED PLATE DETAIL. EMBED PLATE DETAIL 3" 6" 3" 3" 6" 3" CONT L4x4x1/4 (GALV) 1/4 6" 1/4 6" METAL ROOF DECK PER PLAN T/PARAPET PER ARCH BRG PER PLAN DECK PRECAST PANEL PER PRECAST SUPPLIER EMBED PL3/8x12x1'-0" (GALV) @ 4'-0" OC W/ (4) 1/2" DIA x 5" WELDED HEADED STUDS. MIN (2) PER SIDE. SEE EMBED PLATE DETAIL. EMBED PLATE DETAIL 3" 6" 3" 3" 6" 3" CONT L4x4x1/4 (GALV) 1/4 6" 1/4 6" T/SLAB PER PLAN T/STL PER PLAN PL 1/4 x SLAB THICKNESS 3/16 2-18 3/16 2-18 STAGGER BEAM PER PLAN STRINGER AND ATTACHMENT BY STAIR SUPPLIER INFILL WITH CONCRETE AFTER STAIRS ARE ERECTED 3/16 2-12 BEAM PER PLAN SLAB ON METAL DECK PER PLAN. SEE PLAN FOR DECK ORIENTATION. BENT PL 5/16 x 6-1/2" x (PLAN DIM - 1") CONT T/SLAB PER PLAN PRECAST PANEL / CONNECTION PER SUPPLIER. SEE ARCH DRAWINGS FOR ALL REVEAL LOCATIONS AND DIMENSIONS, TYP. SLAB PER PLAN BEAM PER PLAN SLAB ON METAL DECK PER PLAN. SEE PLAN FOR DECK ORIENTATION. T/SLAB PER PLAN ANGLE PER PLAN EMBED PL3/8x12x1'-0" (GALV) @ 3'-0" OC W/ (4) 1/2" DIA x 5" WELDED HEADED STUDS. 1/4 6" 1/4 6" TOOL AND SEAL JOINT EMBED PLATE DETAIL 3" 6" 3" 3" 6" 3" BEAM PER PLAN EMBED PLATE DETAIL 3" 6" 6" 3" 3" 6" 3" L4x4x1/4x 0'-4" (GALV) ES OF BEAM 1/4 1/4 3-SIDES, TYP EMBED PL3/8x12x1'-6" (GALV) W/ (6) 1/2" DIA x 5" WELDED HEADED STUDS. SEE EMBED PLATE DETAIL PRECAST PANEL PER PRECAST SUPPLIER. SEE ARCH DRAWINGS FOR ALL REVEAL LOCATIONS AND DIMENSIONS, TYP METAL ROOF DECK PER PLAN BEAM PER PLAN BENT PL5/16 x 3" x PLAN DIM CONT BRG PER PLAN DECK T/PARAPET PER ARCH 3/16 2-12 PRECAST PANEL PER SUPPLIER. SEE ARCH DRAWINGS FOR ALL REVEAL LOCATIONS AND DIMENSIONS, TYP. EMBED PLATE AND LATERAL-ONLY CONNECTION TO PRECAST PANEL BY PRECAST SUPPLIER. COORDINATE LOCATION PRIOR TO CONSTRUCTION, TYP T/STL PER PLAN BEAM PER PLAN T/LANDING PER ARCH STRINGER / CONNECTION PER STAIR SUPPLIER CONCRETE COLUMN HSS BEAM EMBED PL3/4 (4) 3/4" DIA x 5" WELDED HEADED STUDS 1' - 6 " T Y P (3) #4 SUPPORT BARS THRU STUDS, TYP EACH DIRECTION 1/4 1/4 TYP 1/4 3-SIDES, TYP PL3/4 x 4 x 0'-5", EACH SIDE CONCRETE COLUMN HSS BEAM 4" 3" 6" 3" 3" 6" 3" 1' - 0" 1' - 0 " EMBED PLATE DETAIL NOTES: 1. THIS DETAIL APPLIES TO HSS BEAMS WITH A MAXIMUM END SHEAR REACTION OF 16 KIPS. PLAN SECTION 1/ 2 " M A X 02/10/2016 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 0 / 2 0 1 6 1 2 : 0 2 : 2 7 P M S502 STEEL SECTIONS AND DETAILS 2015.01372 02/10/16 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN. 46032 3/4" = 1'-0" S502 1 SECTION 1" = 1'-0" S502 5 SECTION 3/4" = 1'-0" S502 2 SECTION 3/4" = 1'-0" S502 3 SECTION 3/4" = 1'-0" S502 4 SECTION 3/4" = 1'-0" S502 6 SECTION 1" = 1'-0" S502 7 SECTION 3/4" = 1'-0" S502 8 SECTION 3/4" = 1'-0" S502 9 SECTION 3/4" = 1'-0" S502 10 SECTION REVISION SCHEDULE NO. DESCRIPTION DATE 3/4" = 1'-0" S502 11 SECTION N.T.S. S502 12 TYPICAL HSS BEAM TO CONCRETE COLUMN CONNECTION DETAIL M4 M6 M8 WALL PARTITION TYPE PL A N V I E W SE C T I O N V I E W REMARKS NON- RATED NON- RATED NON- RATED REFER TO SCHEDULE BELOW FOR PARTITION WIDTH M PROVIDE SOUND ATTENUATION INSULATION AS REQUIRED - SEE SCHEDULE BELOW CMU SEALANT AND BACKER ROD; BOTH SIDES, CONT. LINE OF STRUCTURE UNDERSIDE OF DECK LINE OF CEILING CMU WIDTH PART. WIDTH FIRE RATING UL LISTING WITH SOUND ATTENUATION DESIGNATION NO SOUND ATTENUATION DESIGNATION NA NA NA 5 - 5/8" 3 - 5/8" STC: NO SOUND WITH SOUND M4S M6S M8S M12 NON- RATED NA M12S SE C T I O N V I E W 7 - 5/8" 11 - 5/8" 5 - 5/8" 3 - 5/8" 7 - 5/8" 11 - 5/8" ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE OCCURS; REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION, AND EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD REPLACES TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S CLOSETS,TYPICAL. N4 N6 N8 WALL PARTITION TYPE PL A N V I E W SE C T I O N V I E W REMARKS ONE HOUR REFER TO SCHEDULE BELOW FOR PARTITION WIDTH N PROVIDE SOUND ATTENUATION INSULATION AS REQUIRED - SEE SCHEDULE BELOW CMU RATED SEALANT AND BACKER ROD; BOTH SIDES, CONT. LINE OF STRUCTURE UNDERSIDE OF DECK LINE OF CEILING CMU WIDTH PART. WIDTH FIRE RATING UL LISTING WITH SOUND ATTENUATION DESIGNATION NO SOUND ATTENUATION DESIGNATION UL Des U905 or U906 5 - 5/8" 3 - 5/8" STC: NO SOUND WITH SOUND N4S N6S N8S N12 N12S SE C T I O N V I E W 7 - 5/8" 11 - 5/8" 5 - 5/8" 3 - 5/8" 7 - 5/8" 11 - 5/8" ONE HOUR UL Des U905 or U906 ONE HOUR UL Des U905 or U906 ONE HOUR UL Des U905 or U906 ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE OCCURS; REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION, AND EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD REPLACES TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S CLOSETS,TYPICAL. WALL TYPE SYMBOL STRUCTURAL CORE SIZE Y6S WALL TYPE DESIGNATION ACOUSTICAL ATTENUATION REQ'D REFERENCE A001 FOR WALL TYPE DESCRIPTIONS Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 2 6 A M A001 WALL TYPES 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 INTERIOR PARTITION GENERAL NOTES 1 ALL WALLS ARE TO BE TYPE 'M8' U.N.O. 2 PARTITION SYMBOLS APPEAR ON LARGEST SCALE FLOOR PLAN PROVIDED FOR AREA. 3 REFER TO FINISH PLANS FOR WALL FINISH, BASE, AND CEILING INFORMATION. 4 REFER TO WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION. 6 PROVIDE LATERAL BRACING FOR PARTITIONS WHICH EXTEND ABOVE CEILINGS. 8 PROVIDE FIRE RESISTIVE JOINT SYSTEMS EQUAL TO WALL RATING AT ALL PENETRATIONS AND AT HEAD/FLOOR INTERSECTIONS WITH RATED ASSEMBLIES. 9 PROVIDE ACOUSTICAL SEALANT AT WALL SILL, HEAD, PENETRATIONS, AND ADDITIONAL SPECIFIED SOUND ATTENUATION COMPONENTS AT SOUND RATED WALLS. 10 "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY. 11 FIRE RESISTANCE RATED PARTITIONS SHALL USE RATED FIRE RESISTANT FILL MATERIAL IN CONJUNCTION WITH AN APPROPRIATE RATED FIRESTOPPING SYTEM. 12 NON-RATED PARTITIONS SHALL USE ACOUSTICAL SEALANT. 13 ALL CMU WALLS SHALL EXTEND TO 4" MINIMUM ABOVE HIGHEST ADJACENT CEILING U.N.O. INTERIOR PARTITION LEGEND REVISION SCHEDULE NO. DESCRIPTION DATE A201 A201 A201 A201 2 3 4 1 19' - 7 7/8" (6) SPACES @ 9'-0" = 54'-0" (28) SPACES @ 9'-0" = 252'-0" 23' - 0 1/8" RAMP UP A101 2 (6) ADA SPACES AND (1) ADA VAN SPACE @ 9'-0" = 85'-0" (8) SPACES @ 9'-0" = 72'-0" (25) SPACES @ 9'-0" = 228'-0" (2) SPACES @ 9'-0" = 18'-0" 4' - 4 5/8" (25) SPACES @ 9'-0" = 228'-0" STORAGE 102 ELECTRICAL 103 ELEV. EQUIP. 101 (9 ) S P A C E S @ 9 ' - 0 " = 8 1 ' - 0 " 7' - 1 1 / 4 " (5) SPACES @ 9'-0" = 45'-0" A401 2 A403 1 A421 1 1 A301 2 A301 4 A301 3 A301 12 3 ' - 4 " ELEV. 104 A421 5 1 3 4 5 6 7 8 9 10 11 13 14 15 A A C C E E B D 2 1' - 4 7/8" 1' - 8" 13' - 2" 11' - 4" 20' - 7 1/2" 60' - 3" 16' - 0" 29' - 6" 16' - 0" 16' - 0" 21' - 6" 21' - 6" 16' - 0" 16' - 0" 16' - 6" 22' - 3 1/2" 1' - 8 " 17 ' - 0 " 25 ' - 0 " 10 ' - 0 " 8' - 0 " 8' - 0 " 10 ' - 0 " 25 ' - 0 " 1' - 0 " 16 ' - 0 " 1' - 8 " STAIR 1 105 STAIR 2 106 1/ 2 " 101 104 102 103 106 105 RAMP UP 1 TYP. 3 3 3 3 3 77 7 8 TYP. 9 TYP. 10 11 11 11 T Y P . 18 ' - 0 " 3' - 0 " 4' - 0 " 12 666 6 2 A322 1 A322 3 A322 3 53 ' - 0 " 7' - 0 " 7' - 0 " 53 ' - 0 " 4 A322 12 12 12 12 12 12 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" 295' - 0" 8' - 0" 8' - 0" 16' - 6" 2 3 T Y P . 18 ' - 0 " 6 1' - 8 " 60 ' - 0 " 49 ' - 0 " 11 ' - 0 " 1' - 8 " 15 15 16 10 11 A C 2 7 1 TYP. 8' - 11 3/4" 12 (5) SPACES @ 9'-0" = 45'-0" (4) SPACES @ 9'-0" = 36'-0" RAMP DOWN 2 7 RAMP DOWN Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 2 7 A M A101 FIRST LEVEL PLAN 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 KEYED FLOOR PLAN NOTES (NOTED WITH ) 1 1/16" = 1'-0" A101 1 FIRST LEVEL 1/16" = 1'-0" A101 2 LOWER LEVEL PARKING ISOMETRIC LEVEL 01 100'-0" LEVEL 02 111'-4" LEVEL 03 121'-6" LOWER LEVEL 97'-0" N N 1 PARKING SPACES TO BE SINGLE LINE STRIPED. REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 2 STRIPING TO BE 4" WIDE PAVEMENT MARKING - REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 3 DIRECTIONAL ARROW GRAPHICS TO BE PLACED IN LOCATIONS AS SHOWN ON PLAN - REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 4 ALIGN WALL TO FACE OF STRUCTURE 5 6" DIAMETER PIPE BOLLARD, PAINTED YELLOW (TYPICAL) - REFER TO STRUCTURAL DETAILS 6 STAINLESS STEEL SURFACE MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER, MOUNTED AT 48"AFF TO CENTER OF CABINET CLASP - COORDINATE W/ FIRE MARSHALL. MOUNT SO THAT CENTER OF CLASP IS @ 48"AFF MAX. 7 STRIPING TO BE 4" WIDE PAVEMENT MARKING AT 45 DEGREE ANGLE @ 36" O.C. SPACING 8 REFER TO SIGNAGE PLANS A700S FOR ALL SIGNAGE 9 REFER TO PAVEMENT MARKING PLANS A421 FOR PAVEMENT MARKING INFORMATION 10 6" CONCRETE TRAFFIC ISLAND - REF. ENLARGED PLANS 11 CONCRETE PARKING BUMPER - REF. SHEET A421 12 PAINT EXTERIOR GRADE PAINT TO MATCH ADJACENT EXTERIOR PRECAST PANELS IN THIS LOCATION ONLY. 13 PAINT INTERIOR WALLS, EXTERIOR GRADE PAINT, TO MATCH ADJACENT EXTERIOR PRECAST PANELS IN THIS LOCATION ONLY. 14 (6) INVERTED U-SHAPED BICYCLE RACKS - REF. STRUCTURAL DWGS FOR ANCHORAGE DETAILS 15 EXTENTS OF COLD FLUID-APPLIED WATERPROOFING - REF. SHEET A521 16 2" HORIZONTAL EXPANSION JOINT SYSTEM - BASIS-OF-DESIGN: CONSTRUCTION SPECIALTIES ZB-200; COORD. BLOCKOUT FOR JOINT NOTCH W/ SYSTEM MFR.; COORD. LOCATION W/ STRUCTURAL DWGS. 17 PROVIDE PREFIN. METAL CAGE W/ HASP FOR PADLOCK AS RECOMMENDED BY CONDENSER UNIT PROVIDER LOWER FLOOR STANDARD PARKING 9 1ST FLOOR STANDARD PARKING 108 STANDARD ADA PARKING 6 VAN ADA PARKING 1 2ND FLOOR STANDARD PARKING 119 3RD FLOOR STANDARD PARKING 23 GRAND TOTALS STANDARD PARKING 266 STANDARD ADA PARKING 6 VAN ADA PARKING 1 9 115 119 23 273 FLOOR AND PARKING TYPES TOTALS REVISION SCHEDULE NO. DESCRIPTION DATE A201 A201 A201 A201 2 3 4 1 (23) SPACES @ 9'-0" = 207'-0" 23' - 2 1/2" (9 ) S P A C E S @ 9 ' - 0 " = 8 1 ' - 0 " 16 ' - 1 1 " 20' - 7 5/8" (20) SPACES @ 9'-0" = 181'-0" 18' - 1 1/2" (23) SPACES @ 9'-0" = 209'-0" (28) SPACES @ 9'-0" = 252'-0" 16' - 6 1/8" (5) SPACES @ 9'-0" = 45'-0" (9 ) S P A C E S @ 9 ' - 0 " = 8 1 ' - 0 " 5' - 8 " 1 A301 2 A301 4 A301 3 A301 A403 2 A401 3 1 3 4 5 6 7 8 9 10 11 13 14 15 A C E B D 2 1' - 8" 13' - 2" 11' - 4" 20' - 7 1/2" 1' - 8" 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" 1' - 8" 1' - 8" 295' - 0" 1' - 8" 1' - 8 " 11 ' - 0 " 49 ' - 0 " 60 ' - 0 " 12 3 ' - 4 " 1' - 8 " STAIR 2 201 ELEV. 202 STAIR 1 203 203 STOR. 204 204 (2) SPACES @ 9'-0" = 18'-0" 4' - 4 5/8" RAMP UP 8 TYP. 9 TYP. 1 TYP. 2 7 7 2 2 3 3 3 3 16 ' - 0 " 1' - 8 " TY P . 18 ' - 0 " 12 6666 2 A322 1 A322 3 A322 4 A322 202 12 12 12 12 6 6 6 RAMP DOWN 14 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 2 7 A M A102 SECOND LEVEL PLAN 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/16" = 1'-0" A102 1 SECOND LEVEL PLAN PARKING ISOMETRIC LEVEL 01 100'-0" LEVEL 02 111'-4" LEVEL 03 121'-6" LOWER LEVEL 97'-0" N 1 PARKING SPACES TO BE SINGLE LINE STRIPED. REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 2 STRIPING TO BE 4" WIDE PAVEMENT MARKING - REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 3 DIRECTIONAL ARROW GRAPHICS TO BE PLACED IN LOCATIONS AS SHOWN ON PLAN - REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 4 ALIGN WALL TO FACE OF STRUCTURE 5 6" DIAMETER PIPE BOLLARD, PAINTED YELLOW (TYPICAL) - REFER TO STRUCTURAL DETAILS 6 STAINLESS STEEL SURFACE MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER, MOUNTED AT 48"AFF TO CENTER OF CABINET CLASP - COORDINATE W/ FIRE MARSHALL. MOUNT SO THAT CENTER OF CLASP IS @ 48"AFF MAX. 7 STRIPING TO BE 4" WIDE PAVEMENT MARKING AT 45 DEGREE ANGLE @ 36" O.C. SPACING 8 REFER TO SIGNAGE PLANS A700S FOR ALL SIGNAGE 9 REFER TO PAVEMENT MARKING PLANS A421 FOR PAVEMENT MARKING INFORMATION 10 6" CONCRETE TRAFFIC ISLAND - REF. ENLARGED PLANS 11 CONCRETE PARKING BUMPER - REF. SHEET A421 12 PAINT EXTERIOR GRADE PAINT TO MATCH ADJACENT EXTERIOR PRECAST PANELS IN THIS LOCATION ONLY. 13 PAINT INTERIOR WALLS, EXTERIOR GRADE PAINT, TO MATCH ADJACENT EXTERIOR PRECAST PANELS IN THIS LOCATION ONLY. 14 (6) INVERTED U-SHAPED BICYCLE RACKS - REF. STRUCTURAL DWGS FOR ANCHORAGE DETAILS 15 EXTENTS OF COLD FLUID-APPLIED WATERPROOFING - REF. SHEET A521 16 2" HORIZONTAL EXPANSION JOINT SYSTEM - BASIS-OF-DESIGN: CONSTRUCTION SPECIALTIES ZB-200; COORD. BLOCKOUT FOR JOINT NOTCH W/ SYSTEM MFR.; COORD. LOCATION W/ STRUCTURAL DWGS. 17 PROVIDE PREFIN. METAL CAGE W/ HASP FOR PADLOCK AS RECOMMENDED BY CONDENSER UNIT PROVIDER LOWER FLOOR STANDARD PARKING 9 1ST FLOOR STANDARD PARKING 108 STANDARD ADA PARKING 6 VAN ADA PARKING 1 2ND FLOOR STANDARD PARKING 119 3RD FLOOR STANDARD PARKING 23 GRAND TOTALS STANDARD PARKING 266 STANDARD ADA PARKING 6 VAN ADA PARKING 1 9 115 119 23 273 FLOOR AND PARKING TYPES TOTALS KEYED FLOOR PLAN NOTES (NOTED WITH ) REVISION SCHEDULE NO. DESCRIPTION DATE 1 8' - 4 1 / 4 " (1 1 ) S P A C E S @ 9 ' - 0 " = 9 9 ' - 0 " (5) SPACES @ 9'-0" = 45'-0" 1 A301 2 A301 4 A301 A403 3 1 3 4 5 6 7 8 9 10 11 13 14 15 A C E B D 2 1' - 8 " 11 ' - 0 " 49 ' - 0 " 60 ' - 0 " 1' - 8 " 1' - 8 " 12 0 ' - 0 " 1' - 8 " 1' - 8" 24' - 6" 20' - 7 1/2" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 24' - 6" 20' - 7 1/2" 1' - 8" 1' - 8" 295' - 0" 1' - 8" STAIR 2 301 ELEV. 302 301 (2) SPACES @ 9'-0" = 18'-0" 4' - 4 5/8" 1' - 1 " (5 ) S P A C E S @ 9 ' - 0 " = 4 5 ' - 0 " RAMP DN OPEN TO DECK BELOW OPEN TO DECK BELOW REF. SHEET A102 FOR RAMP LAYOUT 2 7 7 3 8 TYP. 9 TYP. 1 TYP. TYP. 18' - 0" 2' - 4 " 12 6 1 A322 4 A322 12 A103 3 Sim 6 6 15 A B 1 2 3 3 2 A402 1 A402 1 3 E D 2 3 A402 1 2 341 4 3 2 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 2 8 A M A103 THIRD LEVEL PLAN 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 KEYED FLOOR PLAN NOTES (NOTED WITH ) 1 1/16" = 1'-0" A103 1 THIRD LEVEL PLAN LOWER FLOOR STANDARD PARKING 9 1ST FLOOR STANDARD PARKING 108 STANDARD ADA PARKING 6 VAN ADA PARKING 1 2ND FLOOR STANDARD PARKING 119 3RD FLOOR STANDARD PARKING 23 GRAND TOTALS STANDARD PARKING 266 STANDARD ADA PARKING 6 VAN ADA PARKING 1 9 115 119 23 273 FLOOR AND PARKING TYPES TOTALS PARKING ISOMETRIC LEVEL 01 100'-0" LEVEL 02 111'-4" LEVEL 03 121'-6" LOWER LEVEL 97'-0" N 1 PARKING SPACES TO BE SINGLE LINE STRIPED. REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 2 STRIPING TO BE 4" WIDE PAVEMENT MARKING - REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 3 DIRECTIONAL ARROW GRAPHICS TO BE PLACED IN LOCATIONS AS SHOWN ON PLAN - REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 4 ALIGN WALL TO FACE OF STRUCTURE 5 6" DIAMETER PIPE BOLLARD, PAINTED YELLOW (TYPICAL) - REFER TO STRUCTURAL DETAILS 6 STAINLESS STEEL SURFACE MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER, MOUNTED AT 48"AFF TO CENTER OF CABINET CLASP - COORDINATE W/ FIRE MARSHALL. MOUNT SO THAT CENTER OF CLASP IS @ 48"AFF MAX. 7 STRIPING TO BE 4" WIDE PAVEMENT MARKING AT 45 DEGREE ANGLE @ 36" O.C. SPACING 8 REFER TO SIGNAGE PLANS A700S FOR ALL SIGNAGE 9 REFER TO PAVEMENT MARKING PLANS A421 FOR PAVEMENT MARKING INFORMATION 10 6" CONCRETE TRAFFIC ISLAND - REF. ENLARGED PLANS 11 CONCRETE PARKING BUMPER - REF. SHEET A421 12 PAINT EXTERIOR GRADE PAINT TO MATCH ADJACENT EXTERIOR PRECAST PANELS IN THIS LOCATION ONLY. 13 PAINT INTERIOR WALLS, EXTERIOR GRADE PAINT, TO MATCH ADJACENT EXTERIOR PRECAST PANELS IN THIS LOCATION ONLY. 14 (6) INVERTED U-SHAPED BICYCLE RACKS - REF. STRUCTURAL DWGS FOR ANCHORAGE DETAILS 15 EXTENTS OF COLD FLUID-APPLIED WATERPROOFING - REF. SHEET A521 16 2" HORIZONTAL EXPANSION JOINT SYSTEM - BASIS-OF-DESIGN: CONSTRUCTION SPECIALTIES ZB-200; COORD. BLOCKOUT FOR JOINT NOTCH W/ SYSTEM MFR.; COORD. LOCATION W/ STRUCTURAL DWGS. 17 PROVIDE PREFIN. METAL CAGE W/ HASP FOR PADLOCK AS RECOMMENDED BY CONDENSER UNIT PROVIDER 1/8" = 1'-0" A103 2 STAIR TOWER ROOF PLAN 1/8" = 1'-0" A103 3 ELEVATOR TOWER ROOF PLAN 1 60 MIL. FULLY ADHERED TPO MEMBRANE ROOFING SYSTEM. PROVIDE TAPERED INSULATION TO ACHIEVE MIN. 1/4:12 SLOPE TO ENSURE POSITIVE DRAINAGE TO DOWNSPOUTS 2 PRE-FINISHED METAL COPING OVER PARAPET WALL 3 6" PREFIN. METAL GUTTER W/ 4" SQUARE DOWNSPOUTS - CONNECT TO STORM SEWER 4 6" PREFIN. METAL GUTTER W/ 4" SQUARE DOWNSPOUTS - EXTEND DOWNSPOUTS TO CONCRETE SPLASHBLOCK AT ROOF BELOW KEYED ROOF PLAN NOTES (NOTED WITH ) NN 1 REVISION SCHEDULE NO. DESCRIPTION DATE FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" T.O. PRECAST 125' - 3" 6' - 4" 6' - 4" 12' - 0" 6' - 6" 6' - 6" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 6' - 6" 6' - 6" 12' - 0" 12' - 0" B.O. PRECAST 99' - 0" 123' - 4" ACEB A203 2 A203 5 A202 3 A203 4 A B C STAIR TOWER 131' - 8" 1 3 2 6 6 106 89 10 10 13 12 13 12 14 13 12 13 12 14 1' - 8" 1' - 8" 4' - 0" 16' - 0" 4' - 0" 99 99 LOW PRECAST 115' - 0" 18 17 17 17 17 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" 6' - 4" 6' - 4" 6' - 0" 6' - 0" 6' - 6" 6' - 6" 6' - 0" 6' - 0" 12' - 0" 12' - 0" 6' - 0" 6' - 0" 6' - 6" 6' - 6" 6' - 0" 6' - 8" 12' - 0" B.O. PRECAST 99' - 0" A C ED ELEVATOR TOWER 126' - 8" A202 2 A202 6 A203 3 A203 10 D E 123' - 4" 12 6 7 6 7 9 8 4 4 12 13 14 13 12 13 13 14 13 13 31' - 8" 1' - 8" 4' - 0" 16' - 0" 4' - 0" 17 A202 6 Sim 9 9 LOW PRECAST 115' - 0" 18 18 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" T.O. PRECAST 125' - 3" 2' - 6 1/2" 12' - 0" 12' - 0" 9' - 6" 9' - 6" 12' - 0" 12' - 0" 9' - 6" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 9' - 6" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 9' - 6" 9' - 6" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 10' - 9 1/2" B.O. PRECAST 99' - 0" 1345678910 11 13 14 15 A202 4 A204 1 A204 6 A204 2 A204 3 A204 4 A204 5A B G 298' - 4" STAIR TOWER 131' - 8" 1 2 6 6 8 9 14 3 12 12 13 12 13 12 13 12 13 14 14 13 9 A203 7 1' - 8" 1' - 8" 14 14 14 14 14 14 14 14 9 99914 9 14 14 914 14 16 9 9 9 9 9 9 9 9 16 16 16 16 16 LOW PRECAST 115' - 0" 17 18 19 19 19 19 19 19 19 19 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" T.O. PRECAST 125' - 3" B.O. PRECAST 99' - 0" 10 ' - 6 " 1 3 4 5 6 7 8 9 10 11 13 14 15 2 ELEVATOR TOWER 126' - 8" A202 1 A203 6 A203 1 A203 8 A202 5 A203 9 10' - 9 1/2" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 9' - 6" 9' - 6" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 9' - 6" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 9' - 6" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 9' - 6 1/2" F G 298' - 4" 1 2 67 3 105 8 8 8 4 4 8 9 10 12 12 13 12 13 14 14 14 14 12 13 12 13 12 13 14 12 13 9 99 99 14 9914 14 9914 1' - 8" 1' - 8" 3' - 0 " 15 9 9 16' - 0" 16' - 0" 16 16 16 16 16 16 1 LOW PRECAST 115' - 0" 5 18 17 17 17 18 17 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 2 9 A M A201 EXTERIOR ELEVATIONS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 3/32" = 1'-0" A201 4 EAST ELEVATION 3/32" = 1'-0" A201 3 WEST ELEVATION 3/32" = 1'-0" A201 1 NORTH ELEVATION 3/32" = 1'-0" A201 2 SOUTH ELEVATION 1 8" PRECAST CONCRETE PANEL; STRUCTURAL GRAY CEMENT MIX W/ SMOOTH STEEL FORM EXTERIOR FINISH AND ONE PASS STEEL TROWEL INTERIOR FINISH - PAINTED TO MATCH ADJACENT BUILDING 2 PRECAST CONCRETE PANEL REVEALS - REF. ENLARGED ELEVATIONS 3 PREFINISHED METAL PARAPET COPING 4 VEHICLE ENTRY/EGRESS POINT 5 MILL FINISH ALUMINUM CURTAIN WALL WITH 1" INSULATED GLAZING WITH LOW E COATING- SEE A600 SHEETS 6 MILL FINISH ALUMINUM STOREFRONT WITH 1" INSULATED GLAZING WITH LOW E COATING - SEE A600 SHEETS 7 SPANDREL GLAZING - SEE A600 SHEETS 8 PRECAST COLUMN COVER - PAINTED 9 PAINT EDGE OF SLAB TO MATCH PANELS 10 PAINT INTERIOR CMU WALL TO MATCH PRECAST CONCRETE PANEL 11 PAINT EDGE OF PRECAST PANEL TO MATCH PANELS 12 PAINT COLOR 1 TO MATCH EXISTING ADJACENT BUILDING 13 PAINT COLOR 2 TO MATCH EXISTING ADJACENT BUILDING 14 PAINT COLOR 3 TO MATCH EXISTING ADJACENT BUILDING 15 FIRE DEPT. STANDPIPE CONNECTION FOR FIRE RISER. REFER TO FIRE PROTECTION DRAWINGS 16 C.I.P. COLUMN AT PERIMETER 17 INSTALL SEALANT AND BACKER ROD FULL PERIMETER THIS PANEL JOINT 18 CORNER MITER JOINT - REFER TO A500 SHEETS 19 CAST IN PLACE RETAINING WALL - PAINTED AT EXTERIOR FACE KEYED ELEVATION NOTES (NOTED WITH ) 1 REVISION SCHEDULE NO. DESCRIPTION DATE FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" ELEVATOR TOWER 126' - 8" 5' - 1 0 " 5' - 1 0 " 6' - 2 " 5' - 1 0 " 3' - 0 " 5' - 1 0 " 20 ' - 1 0 " 3/8" 7' - 6" 4' - 5 5/8" 12' - 0" PANEL 12' - 0" PANEL 9' - 6 1/8" PANEL 6' - 0" 6' - 0" 6' - 0" 6' - 0" 9' - 6 1/8" 11 ' - 8 " 15 ' - 0 " G F 13 12 13 12 7 5 6 11 2' - 0" 8' - 0" 2' - 0" LOW PRECAST 115' - 0" 105 2 18 3 17 17 17 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" 10 ' - 6 " 4' - 6 " 10 ' - 6 " 21' - 6" 3' - 6 1 / 2 " 11 1 / 2 " 15 ' - 0 " 12' - 0" PANEL 9' - 6" PANEL 9' - 6" PANEL 12' - 0" PANEL 43' - 0" 6' - 0" 6' - 0" 4' - 9" 4' - 9" 4' - 9" 4' - 9" 6' - 0" 6' - 0" EQ EQ PANEL 2' - 0" 13 13 13 13 1 44 11 11 11 13 11 11 LOW PRECAST 115' - 0" 2 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" 2' - 4" 4' - 0" 4' - 0" 1' - 8" 6' - 4" 5' - 8" 4' - 4 " 4' - 5 " 5' - 1 0 " 6' - 2 " 8' - 1 0 " 1' - 0 " 9' - 0 " 4' - 1 0 " 6' - 4 1 / 2 " 5' - 1 1 1 / 2 " 2' - 6 " 3' - 0 " 1' - 0 " STAIR TOWER 131' - 8" A B C 106 2' - 4" 8' - 0" 2' - 4" 6 6 6 12 13 12 13 1 1 12' - 0" PANEL 11 2 3 17 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" 3' - 6 1 / 2 " 5' - 1 1 1 / 2 " 2' - 6 " 3' - 0 " 1' - 0 " 4' - 6 " 10 ' - 6 " 1' - 0 " 37' - 0" 12' - 0" PANEL 6' - 6" PANEL 6' - 6" PANEL 12' - 0" PANEL 25' - 0" 6' - 0" 6' - 0" 6' - 6" 6' - 6" 6' - 0" 6' - 0" 1' - 0 " 15 ' - 0 " 4 11 11 11 1 13 13 13 LOW PRECAST 115' - 0" 2 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" ELEVATOR TOWER 126' - 8" 12' - 0" PANEL 4' - 0 " 4' - 1 0 " 6' - 4 1 / 2 " 5' - 1 1 1 / 2 " 2' - 6 " 3' - 0 " 1' - 0 " 26 ' - 8 " 1' - 0 " 5' - 1 0 " 5' - 1 0 " 6' - 2 " 5' - 1 0 " 3' - 0 " 6 7 7 6 D E 12 13 12 13 1 1 6' - 0" 6' - 0" 2' - 0" 8' - 0" 2' - 0" 2 18 3 17 17 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" T.O. PRECAST 125' - 3" B.O. PRECAST 99' - 0" ELEVATOR TOWER 126' - 8" 10' - 9 1/2" PANEL 12' - 0" PANEL 2' - 0" 8' - 0" 2' - 0" 4' - 9 1/2" 6' - 0" 6' - 0" 6' - 0" 1' - 0 " 31 ' - 8 " 1' - 0 " 3' - 0 " 2' - 6 " 5' - 1 1 1 / 2 " 6' - 4 1 / 2 " 4' - 1 0 " 9' - 0 " 1' - 0 " 3' - 0 " 5' - 1 0 " 6' - 2 " 5' - 1 0 " 4' - 5 " 4' - 4 " 2' - 1 " STAIR TOWER 131' - 8" A B G 6 6 6 12 13 12 13 1 1 LOW PRECAST 115' - 0" 2 3 17 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 3 0 A M A202 EXTERIOR ELEVATIONS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/4" = 1'-0" A202 1 SW CORNER 1/4" = 1'-0" A202 5 SOUTH ENTRANCE / EXIT 1/4" = 1'-0" A202 3 EAST STAIR 1/4" = 1'-0" A202 6 TYP. WEST ENTRANCE /EXIT 1/4" = 1'-0" A202 2 WEST STAIR 1/4" = 1'-0" A202 4 NORTH STAIR 1 8" PRECAST CONCRETE PANEL; STRUCTURAL GRAY CEMENT MIX W/ SMOOTH STEEL FORM EXTERIOR FINISH AND ONE PASS STEEL TROWEL INTERIOR FINISH - PAINTED TO MATCH ADJACENT BUILDING 2 PRECAST CONCRETE PANEL REVEALS - REF. ENLARGED ELEVATIONS 3 PREFINISHED METAL PARAPET COPING 4 VEHICLE ENTRY/EGRESS POINT 5 MILL FINISH ALUMINUM CURTAIN WALL WITH 1" INSULATED GLAZING WITH LOW E COATING- SEE A600 SHEETS 6 MILL FINISH ALUMINUM STOREFRONT WITH 1" INSULATED GLAZING WITH LOW E COATING - SEE A600 SHEETS 7 SPANDREL GLAZING - SEE A600 SHEETS 8 PRECAST COLUMN COVER - PAINTED 9 PAINT EDGE OF SLAB TO MATCH PANELS 10 PAINT INTERIOR CMU WALL TO MATCH PRECAST CONCRETE PANEL 11 PAINT EDGE OF PRECAST PANEL TO MATCH PANELS 12 PAINT COLOR 1 TO MATCH EXISTING ADJACENT BUILDING 13 PAINT COLOR 2 TO MATCH EXISTING ADJACENT BUILDING 14 PAINT COLOR 3 TO MATCH EXISTING ADJACENT BUILDING 15 FIRE DEPT. STANDPIPE CONNECTION FOR FIRE RISER. REFER TO FIRE PROTECTION DRAWINGS 16 C.I.P. COLUMN AT PERIMETER 17 INSTALL SEALANT AND BACKER ROD FULL PERIMETER THIS PANEL JOINT 18 CORNER MITER JOINT - REFER TO A500 SHEETS 19 CAST IN PLACE RETAINING WALL - PAINTED AT EXTERIOR FACE KEYED ELEVATION NOTES (NOTED WITH ) 1 REVISION SCHEDULE NO. DESCRIPTION DATE FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" 3' - 6 1 / 2 " 5' - 1 1 1 / 2 " 2' - 6 " 3' - 0 " 1' - 0 " 15 ' - 0 " 1' - 0 " EQ EQ 16 ' - 0 " 14 11 13 11 13 1 1 14 14 14 14 9 9 9 9 1 LOW PRECAST 115' - 0" PANEL 11' - 0" PANEL 2' - 0" PANEL 11' - 0" 4' - 0" 7' - 0" 4' - 0" 7' - 0" FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" T.O. PRECAST 125' - 3" B.O. PRECAST 99' - 0" 12' - 0" PANEL 12' - 0" PANEL 4' - 0" 7' - 0" PANEL 2' - 0" 7' - 0" 4' - 0" EQ EQ 20 ' - 1 0 " 23 ' - 8 " 2' - 7 " 1' - 0 " 3' - 0 " 2' - 6 " 5' - 1 1 1 / 2 " 6' - 4 1 / 2 " 4' - 1 0 " 2' - 7 " 25 ' - 3 " 1' - 0 " 11 11 14 14 14 13 1 1 13 12 12 13 12 13 12 9 9 LOW PRECAST 115' - 0" 2 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" T.O. PRECAST 125' - 3" B.O. PRECAST 99' - 0" 2' - 7 " 4' - 1 0 " 6' - 4 1 / 2 " 5' - 1 1 1 / 2 " 2' - 6 " 3' - 0 " 1' - 0 " 1' - 0 " 25 ' - 3 " 1' - 0 " 3' - 0 " 5' - 1 0 " 6' - 2 " 5' - 1 0 " 4' - 5 " 2' - 6" 4' - 0" 4' - 0" 2' - 6" 6' - 6" PANEL 6' - 6" PANEL 12 13 12 13 11 LOW PRECAST 115' - 0" 2 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" 3' - 6 1 / 2 " 5' - 1 1 1 / 2 " 2' - 6 " 3' - 0 " 1' - 0 " 6' - 2 " 5' - 1 0 " 3' - 0 " 1' - 0 " 12' - 0" PANEL 6' - 0" 6' - 0" 2' - 0" 8' - 0" 2' - 0" 113 LOW PRECAST 115' - 0" 2 16 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" 3' - 6 1 / 2 " 5' - 1 1 1 / 2 " 2' - 6 " 3' - 0 " 1' - 0 " 9' - 6" PANEL 4' - 9" 4' - 9" 113 LOW PRECAST 115' - 0" 2 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" T.O. PRECAST 125' - 3" B.O. PRECAST 99' - 0" 4' - 9 1/2" 6' - 0" 2' - 7 " 4' - 1 0 " 6' - 4 1 / 2 " 5' - 1 1 1 / 2 " 2' - 6 " 3' - 0 " 10' - 9 1/2" PANEL 25 ' - 3 " 1' - 0 " 1 12 13 12 13 LOW PRECAST 115' - 0" 2 18 17 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" T.O. PRECAST 125' - 3" B.O. PRECAST 99' - 0" 6' - 4" PANEL 5' - 8" PANEL 2' - 7 " 4' - 1 0 " 6' - 4 1 / 2 " 5' - 1 1 1 / 2 " 2' - 6 " 3' - 0 " 1' - 0 " 1' - 0 " 3' - 0 " 5' - 1 0 " 6' - 2 " 5' - 1 0 " 4' - 5 " 25 ' - 3 " 1' - 0 " 11 10 11 11 12 13 12 13 LOW PRECAST 115' - 0" 18 2 17 17 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" 1' - 0 " 3' - 0 " 2' - 6 " 5' - 1 1 1 / 2 " 3' - 6 1 / 2 " 1' - 0 " 15 ' - 0 " 1' - 0 " 15 ' - 0 " 11111 11 14 14 14 14 9 9 LOW PRECAST 115' - 0" 11' - 0" PANEL PANEL 2' - 0" 11' - 0" PANEL 4' - 0" 7' - 0" 7' - 0" 4' - 0" EQ EQ 2 11 11 11 13 13 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" T.O. PRECAST 125' - 3" B.O. PRECAST 99' - 0" ELEVATOR TOWER 126' - 8" 10 ' - 6 " 4' - 6 " 3' - 0 " 2' - 6 " 5' - 1 1 1 / 2 " 6' - 4 1 / 2 " 4' - 1 0 " 4' - 0 " 1' - 0 " 26 ' - 8 " 12 13 12 13 1 4 5' - 11 5/8" 5' - 11 5/8" 11 11 LOW PRECAST 115' - 0" 2 3 17 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" 2' - 0" 5' - 6" 2' - 0" 9' - 6" PANEL 1' - 0 " 3' - 0 " 2' - 6 " 5' - 1 1 1 / 2 " 3' - 6 1 / 2 " 1' - 0 " 3' - 0 " 5' - 1 0 " 6' - 2 " 4' - 9" 4' - 9" 11 13 1 11 LOW PRECAST 115' - 0" Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 3 0 A M A203 EXTERIOR ELEVATIONS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/4" = 1'-0" A203 1 TYP. SMALL REVEAL 1/4" = 1'-0" A203 2 TYP. LARGE REVEAL 1/4" = 1'-0" A203 5 TYP. EAST PANEL 2 1/4" = 1'-0" A203 6 TYP. N/S SMALL PANEL 1/4" = 1'-0" A203 8 TYP. SOLID PANEL 1/4" = 1'-0" A203 9 SE CORNER 1/4" = 1'-0" A203 4 TYP. EAST PANEL 1 1/4" = 1'-0" A203 3 WEST REVEAL 1/4" = 1'-0" A203 10 WEST ELEVATOR 1 8" PRECAST CONCRETE PANEL; STRUCTURAL GRAY CEMENT MIX W/ SMOOTH STEEL FORM EXTERIOR FINISH AND ONE PASS STEEL TROWEL INTERIOR FINISH - PAINTED TO MATCH ADJACENT BUILDING 2 PRECAST CONCRETE PANEL REVEALS - REF. ENLARGED ELEVATIONS 3 PREFINISHED METAL PARAPET COPING 4 VEHICLE ENTRY/EGRESS POINT 5 MILL FINISH ALUMINUM CURTAIN WALL WITH 1" INSULATED GLAZING WITH LOW E COATING- SEE A600 SHEETS 6 MILL FINISH ALUMINUM STOREFRONT WITH 1" INSULATED GLAZING WITH LOW E COATING - SEE A600 SHEETS 7 SPANDREL GLAZING - SEE A600 SHEETS 8 PRECAST COLUMN COVER - PAINTED 9 PAINT EDGE OF SLAB TO MATCH PANELS 10 PAINT INTERIOR CMU WALL TO MATCH PRECAST CONCRETE PANEL 11 PAINT EDGE OF PRECAST PANEL TO MATCH PANELS 12 PAINT COLOR 1 TO MATCH EXISTING ADJACENT BUILDING 13 PAINT COLOR 2 TO MATCH EXISTING ADJACENT BUILDING 14 PAINT COLOR 3 TO MATCH EXISTING ADJACENT BUILDING 15 FIRE DEPT. STANDPIPE CONNECTION FOR FIRE RISER. REFER TO FIRE PROTECTION DRAWINGS 16 C.I.P. COLUMN AT PERIMETER 17 INSTALL SEALANT AND BACKER ROD FULL PERIMETER THIS PANEL JOINT 18 CORNER MITER JOINT - REFER TO A500 SHEETS 19 CAST IN PLACE RETAINING WALL - PAINTED AT EXTERIOR FACE KEYED ELEVATION NOTES (NOTED WITH ) 1 1/4" = 1'-0" A203 7 TYP. NS SMALL PANEL 2 REVISION SCHEDULE NO. DESCRIPTION DATE FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" T.O. PRECAST 125' - 3" B.O. PRECAST 99' - 0" 1' - 0 " 8' - 1 0 " 6' - 2 " 5' - 1 0 " 4' - 9" 4' - 9" 4' - 9" 4' - 9" 6' - 0" 1' - 0 " 3' - 0 " 2' - 6 " 5' - 1 1 1 / 2 " 6' - 4 1 / 2 " 4' - 1 0 " 2' - 7 " 12' - 0" PANEL 9' - 6" PANEL 9' - 6" PANEL 8' - 0" 2' - 0" 2' - 0" 5' - 6" 2' - 0" 2' - 0" 5' - 6" 2' - 0" 111 12 13 12 13 914 9 914 14 6' - 0" LOW PRECAST 115' - 0" 2' - 1 1 / 2 " 2 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" 1 13 2' - 6 1/2" 1' - 0 " 3' - 0 " 2' - 6 " 5' - 1 1 1 / 2 " 3' - 6 1 / 2 " LOW PRECAST 115' - 0" 18 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" B.O. PRECAST 99' - 0" 1' - 0 " 5' - 6 " 3' - 4 " 6' - 2 " 5' - 1 0 " 2' - 0" 8' - 0" 2' - 0" 2' - 0" 8' - 0" 2' - 0" 1' - 0 " 3' - 0 " 2' - 6 " 5' - 1 1 1 / 2 " 6' - 4 1 / 2 " 4' - 1 0 " 11 1 / 2 " 6' - 0" 6' - 0" 6' - 0" 6' - 0" 12' - 0" PANEL 12' - 0" PANEL 11 13 12 12 13 14 14 99 14 14 LOW PRECAST 115' - 0" 9 5 / 8 " 9 919 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" B.O. PRECAST 99' - 0" 1' - 0 " 3' - 0 " 2' - 6 " 5' - 1 1 1 / 2 " 6' - 4 1 / 2 " 4' - 5 1 / 2 " 6' - 0" 6' - 0" 6' - 0" 6' - 0" 12' - 0" PANEL 12' - 0" PANEL 1' - 0 " 5' - 6 " 3' - 4 " 2' - 0" 8' - 0" 2' - 0" 2' - 0" 8' - 0" 2' - 0" 1 1 12 13 12 13 LOW PRECAST 115' - 0" 6 3 / 8 " 9 14 9 14 2 19 19 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" 2' - 0" 8' - 0" 2' - 0" 2' - 0" 8' - 0" 2' - 0" 2' - 0" 8' - 0" 2' - 0" 2' - 0" 8' - 0" 2' - 0" 2' - 0" 8' - 0" 2' - 0" 2' - 0" 5' - 6" 2' - 0" 2' - 0" 8' - 0" 2' - 0" 2' - 0" 8' - 0" 2' - 0" 2' - 0" 5' - 6" 2' - 0" 2' - 0" 1' - 0 " 3' - 0 " 2' - 6 " 5' - 1 1 1 / 2 " 6' - 4 1 / 2 " 2' - 7 3 / 8 " 9' - 6" PANEL 12' - 0" PANEL 12' - 0" PANEL 9' - 6" PANEL 12' - 0" PANEL 12' - 0" PANEL 12' - 0" PANEL 12' - 0" PANEL 12' - 0" PANEL 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 9" 4' - 9" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 9" 4' - 9" 13 12 13 12 1 1 1 1 1 1 1 1 3' - 0 " 5' - 1 0 " 14 14 14 14 LOW PRECAST 115' - 0" 3' - 8 " 16 16 16 2 19 19 19 19 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" 4' - 9" 4' - 9" 9' - 6" PANEL 1' - 0 " 3' - 0 " 2' - 6 " 5' - 1 1 1 / 2 " 6' - 4 1 / 2 " 3' - 1 5 / 8 " 12 13 12 13 1 1' - 0 " 5' - 6 " 3' - 4 " 2' - 0" 5' - 6" 2' - 0" 14 9' - 1 3 / 8 " 9 2 19 SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" T.O. PRECAST 125' - 3" E D ELEVATOR TOWER 126' - 8" H LOW PRECAST 115' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" 132 ELEVATOR TOWER 126' - 8" 9' - 0 " J H LOW PRECAST 115' - 0" 203 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 3 1 A M A204 EXTERIOR ELEVATIONS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/4" = 1'-0" A204 1 NORTH RAMP REVEALS 1/4" = 1'-0" A204 6 NW CORNER 1/4" = 1'-0" A204 2 NORTH RAMP 1 1/4" = 1'-0" A204 3 NORTH RAMP 2 1/4" = 1'-0" A204 5 NORTH RAMP 3 1/4" = 1'-0" A204 4 NORTH RAMP SOLID 1 8" PRECAST CONCRETE PANEL; STRUCTURAL GRAY CEMENT MIX W/ SMOOTH STEEL FORM EXTERIOR FINISH AND ONE PASS STEEL TROWEL INTERIOR FINISH - PAINTED TO MATCH ADJACENT BUILDING 2 PRECAST CONCRETE PANEL REVEALS - REF. ENLARGED ELEVATIONS 3 PREFINISHED METAL PARAPET COPING 4 VEHICLE ENTRY/EGRESS POINT 5 MILL FINISH ALUMINUM CURTAIN WALL WITH 1" INSULATED GLAZING WITH LOW E COATING- SEE A600 SHEETS 6 MILL FINISH ALUMINUM STOREFRONT WITH 1" INSULATED GLAZING WITH LOW E COATING - SEE A600 SHEETS 7 SPANDREL GLAZING - SEE A600 SHEETS 8 PRECAST COLUMN COVER - PAINTED 9 PAINT EDGE OF SLAB TO MATCH PANELS 10 PAINT INTERIOR CMU WALL TO MATCH PRECAST CONCRETE PANEL 11 PAINT EDGE OF PRECAST PANEL TO MATCH PANELS 12 PAINT COLOR 1 TO MATCH EXISTING ADJACENT BUILDING 13 PAINT COLOR 2 TO MATCH EXISTING ADJACENT BUILDING 14 PAINT COLOR 3 TO MATCH EXISTING ADJACENT BUILDING 15 FIRE DEPT. STANDPIPE CONNECTION FOR FIRE RISER. REFER TO FIRE PROTECTION DRAWINGS 16 C.I.P. COLUMN AT PERIMETER 17 INSTALL SEALANT AND BACKER ROD FULL PERIMETER THIS PANEL JOINT 18 CORNER MITER JOINT - REFER TO A500 SHEETS 19 CAST IN PLACE RETAINING WALL - PAINTED AT EXTERIOR FACE KEYED ELEVATION NOTES (NOTED WITH ) 1 1/4" = 1'-0" A204 7 2ND LEVEL ELEVATOR EAST ELEVATION 1/4" = 1'-0" A204 8 2ND LEVEL ELEVATOR NORTH ELEVATION REVISION SCHEDULE NO. DESCRIPTION DATE FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" T.O. PRECAST 125' - 3" B.O. PRECAST 99' - 0" 4 A301 3 A301 1 3 4 5 6 7 8 9 10 11 13 14 15 STAIR TOWER 131' - 8" 12 3 A322 4 A322 LOW PRECAST 115' - 0" FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" T.O. PRECAST 125' - 3" B.O. PRECAST 99' - 0" 4 A301 3 A301 1 3 4 5 6 7 8 9 10 11 13 14 15 STAIR TOWER 131' - 8" 12 3 A322 4 A322 LOW PRECAST 115' - 0" FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" T.O. PRECAST 125' - 3" B.O. PRECAST 99' - 0" 1 A301 2 A301 A C EB STAIR TOWER 131' - 8" 1 A322 LOW PRECAST 115' - 0" FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" 1 A301 2 A301 A C E A322 2 LOW PRECAST 115' - 0" Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 3 5 A M A301 BUILDING SECTIONS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 3/32" = 1'-0" A301 2 NORTH LONGITUDINAL SECTION 3/32" = 1'-0" A301 1 SOUTH LONGITUDINAL SECTION 3/32" = 1'-0" A301 4 EAST TRANSVERSE SECTION 3/32" = 1'-0" A301 3 WEST TRANSVERSE SECTION REVISION SCHEDULE NO. DESCRIPTION DATE FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" E ELEVATOR TOWER 126' - 8" 5' - 1 0 " 20 ' - 1 0 " F SEE DETAILS FOR INFO 6" CONCRETE FLOOR SLAB OVER METAL DECK - REFER TO STRUCTURAL DRAWINGS A631 22 A631 23 A521 6 A601 6 Sim LOW PRECAST 115' - 0" 1' - 8" A521 5 Sim 8" PRECAST CONCRETE PANEL 2"X6" MILL FINISHED ALUMINUM CURTIAN WALL - EFCO 5600 SERIES OR SIMILAR STEEL BEAM - REFER TO STRUCTURAL DRAWINGS FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" B.O. PRECAST 99' - 0" 15 STAIR TOWER 131' - 8" 8' - 1 0 " 6' - 2 " 5' - 1 0 " 4' - 5 " 4' - 4 " STAIR 2 301 A521 5 A B C SEE DETAILS FOR INFO A631 18 Sim A631 18 Sim A631 13 Sim A631 13 Sim A521 8 Sim A521 8 Sim A631 18 Sim A601 3 Sim LOW PRECAST 115' - 0" 1' - 8" 2"X4.5" ALUMINUM STOREFRONT 8" PRECAST CONCRETE PANEL 8" PRECAST CONCRETE PANEL METAL DECK, REFER TO STRUCTURAL DRAWINGS STEEL BEAM - REFER TO STRUCTURAL DRAWINGS STEEL BEAM - REFER TO STRUCTURAL DRAWINGS 2"X4.5" ALUMINUM STOREFRONT 2"X4.5" ALUMINUM STOREFRONT 6" CONCRETE FLOOR SLAB OVER METAL DECK - REFER TO STRUCTURAL DRAWINGS FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" A STAIR TOWER 131' - 8" A B 2' - 1 " 4' - 4 " 4' - 5 " 5' - 1 0 " 6' - 2 " 5' - 1 0 " 3' - 0 " SEE DETAILS FOR INFO G A521 5 Sim A631 18 Sim A631 18 Sim A631 18 Sim A521 8 Sim A631 13 Sim A631 13 Sim A521 8 Sim A631 13 Sim LOW PRECAST 115' - 0" 1' - 8" 2"X4.5" ALUMINUM STOREFRONT 8" PRECAST CONCRETE PANEL 8" PRECAST CONCRETE PANEL METAL DECK, REFER TO STRUCTURAL DRAWINGS STEEL BEAM - REFER TO STRUCTURAL DRAWINGS STEEL BEAM - REFER TO STRUCTURAL DRAWINGS 2"X4.5" ALUMINUM STOREFRONT 2"X4.5" ALUMINUM STOREFRONT 6" CONCRETE FLOOR SLAB OVER METAL DECK - REFER TO STRUCTURAL DRAWINGS FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" B.O. PRECAST 99' - 0" 1 ELEVATOR TOWER 126' - 8" 5' - 1 0 " 5' - 1 0 " 6' - 2 " 5' - 1 0 " 4' - 0 " ELEV. 202 ELEV. 104 A521 3 D E A521 8 Sim A521 8 Sim A631 18 Sim A631 18 Sim A631 13 Sim A631 13 Sim LOW PRECAST 115' - 0" 1' - 8" WALL PER PLAN SHEETS - REFER TO STRUCTURAL DRAWINGS 2"X4.5" ALUMINUM STOREFRONT CONCRETE PIT WALL - REFER TO STRUCTURAL DRAWINGS 2"X4.5" ALUMINUM STOREFRONT 8" PRECAST CONCRETE PANEL SEE DETAILS FOR INFO FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" T.O. PRECAST 125' - 3" 15 3/4" HOLD 3/ 4 " H O L D 4' - 5 " PR E C A S T O P E N I N G 5' - 1 0 " 6' - 2 " 5' - 1 0 " 3' - 0 " ELECTRICAL 103 A521 8 Sim A521 8 Sim A631 12 A631 12 Sim A631 11 Sim LOW PRECAST 115' - 0" CUT CMU TO INFILL AT FLOOR 3/4" JOINT WITH SEALANT AND BACKER ROD 3/4" JOINT WITH SEALANT AND BACKER ROD 90 DEGREE RETURN AT THIS LOCATION 1' - 8" 1/2" EXPANSION MATERIAL 8" PRECAST CONCRETE PANEL 6" CONCRETE FLOOR SLAB OVER METAL DECK - REFER TO STRUCTURAL DRAWINGS Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 3 5 A M A321 WALL SECTIONS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/2" = 1'-0" A321 1 SECTION AT ELEVATOR LOBBY 1 1/2" = 1'-0" A321 3 SECTION AT NORTH STAIR 1 1/2" = 1'-0" A321 4 SECTION AT NORTH STAIR 2 1/2" = 1'-0" A321 2 SECTION AT ELEVATOR LOBBY 2 1/2" = 1'-0" A321 5 SECTION AT ELECTRICAL ROOM REVISION SCHEDULE NO. DESCRIPTION DATE FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" T.O. PRECAST 125' - 3" B.O. PRECAST 99' - 0" 15 4' - 5 " PR E C A S T O P E N I N G 20 ' - 1 0 " A521 8 Sim A631 12 Sim LOW PRECAST 115' - 0" 1' - 8" 8" PRECAST CONCRETE PANEL FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" E 3' - 0 " PR E C A S T O P E N I N G 5' - 1 0 " 6' - 2 " A521 8 Sim A631 12 Sim A631 10 Sim LOW PRECAST 115' - 0" 8" PRECAST CONCRETE PANEL 1' - 8" A521 10 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" B.O. PRECAST 99' - 0" A RE F E R T O E L E V A T I O N S F O R H E I G H T S HI G H T V A R Y S A L O N G R A M P PR E C A S T O P E N I N G 5' - 1 0 " 3' - 0 " CABLE BARRIER. REFER TO STRUCTURAL DRAWINGS RETAINING WALL. REFER TO STRUCTURAL DRAWINGS A521 8 Sim A521 8 Sim A631 12 Sim A631 10 Sim LOW PRECAST 115' - 0" 8" PRECAST CONCRETE PANEL 1' - 8" A521 9 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" B.O. PRECAST 99' - 0" A RE F E R T O E L E V A T I O N S F O R H E I G H T S HI G H T V A R Y S A L O N G R A M P PR E C A S T O P E N I N G 5' - 1 0 " 6' - 2 " PR E C A S T O P E N I N G 3' - 4 " 5' - 6 " RETAINING WALL. REFER TO STRUCTURAL DRAWINGS UPTURNED BEAM. REFER TO STRUCTURAL DRAWINGS A521 8 Sim A521 8 Sim A521 8 Sim LOWER LEVEL A631 12 Sim A631 12 Sim A631 11 A631 10 Sim LOW PRECAST 115' - 0" 8" PRECAST CONCRETE PANEL 8" PRECAST CONCRETE PANEL SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" D H A631 19 Sim A521 2 Sim LOW PRECAST 115' - 0" WALL PER PLAN SHEETS - REFER TO STRUCTURAL DRAWINGS 1' - 4 " 2"X4.5" ALUMINUM STOREFRONT A631 15 Sim Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 3 6 A M A322 WALL SECTIONS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/2" = 1'-0" A322 1 SECTION AT EAST WALL 1/2" = 1'-0" A322 2 TYPICAL SOUTH WALL SECTION 1/2" = 1'-0" A322 3 SECTION THROUGH RAMP 1/2" = 1'-0" A322 4 SECTION THROUGH LOWER LEVEL 3/4" = 1'-0" A322 5 2ND LEVEL ELEVATOR LOBBY REVISION SCHEDULE NO. DESCRIPTION DATE UP UP 2 A402 1 A402 5 A401 1 3 E D 2 1' - 0" 7' - 3" 5" 6' - 0" 9' - 4" 1' - 6" ELEV. EQUIP. 101 3" 4' - 9" 5" 4' - 9" 1' - 0" 4' - 0 " 10 T R E A D S @ 1 1 " 8' - 3 " 4' - 4 1 / 2 " 4 1 / 2 " 4' - 4 1 / 2 " 1 0 T R E A D S @ 1 1 " 8' - 3 " 3' - 0 " 1' - 0 " 4 A401 11 " 1' - 0 " 3" 11 " 3" 3" TY P . 7" P E R E L E V . M F R . 4' - 0 " ELEV. 104 C O O R D . W / E L E V . M F R . 8' - 6 " H O I S T W I D T H 101 104 STAIR 1 105 COORD. W/ELEV. MFR. 6' - 11" HOIST DEPTH 105 3 A402 N8 N8 N8 N8 N8 N8 5 5 6 2 1 A321 A511 2 Sim A511 3 Sim A511 2 Sim F G 2 A321 8' - 0 " 9' - 1 0 " 2' - 0 " E 13 13 7 9' - 6 1/2" 2 A402 1 A402 5 A401 1 3 E D 2 4 A401 6' - 7 3/8" 5' - 10 5/8" 10' - 0" 1' - 0" 1' - 0" 9 T R E A D S @ 1 1 " 8' - 3 " 3' - 0 " 1' - 0 " 12 ' - 1 5 / 8 " 4' - 0 " 1' - 0 " 7' - 3 5 / 8 " 9' - 2 3 / 8 " P E R E L E V . M F R . 4' - 0 " C O O R D . W / E L E V . M F R . 8' - 6 " H O I S T W I D T H ELEV. 202 STAIR 1 203 203 202 1' - 0 " 1' - 0 " 11 " 3" 4' - 9" 5" 4' - 9" 3" 11' - 6" 11' - 0" 1' - 0" T Y P . 1' - 1 " 4' - 4 1 / 2 " COORD. W/ ELEV. MFR. 7' - 2 3/8" HOIST DEPTH 204 STOR. 204 3 A402 N8 M8 M8 M8 N8 N8 N8 5 56 6 1 A321 A511 3 Sim A511 2 Sim A511 2 Sim H HJ 2 A321 F D 7/ A 2 0 4 8/A204 5 A322 5 A322 Sim 4" 3' - 0 " 13 13 5 4 5 .0 0 ° 7 2 DOWNSPOUT DOWNSPOUT DOWNSPOUT 17 FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" 3 24 A401 A521 13 Sim METAL PAN STAIR W/ CONCRETE TREADS AND LANDING, PAINT METAL - CLOSED RISERS 1-1/2" DIA. METAL PIPE AND TUBE RAILINGS, PAINTED 1-1/2" DIA. METAL PIPE AND TUBE GUARDRAIL @ STAIR PERIMETER, PAINTED GU A R D R A I L H E I G H T 3' - 6 " T Y P . HA N D R A I L H E I G H T 2' - 1 1 " T Y P . 10 R I S E R S @ < 7 " 5' - 8 " 10 R I S E R S @ < 7 " 5' - 8 " A521 2 ALIGN FACE OF WALL TO FACE OF STRUCTURE 3- 3 / 4 " M A X . LOW PRECAST 115' - 0" SUSPENDED ACOUSTICAL CLG SYSTEM PAINT ALL EXPOSED STRUCTURAL STEEL TO MATCH ADJACENT WALLS FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" 5 A401 ED ELEVATOR TOWER 126' - 8" 10 R I S E R S @ < 7 " 5' - 8 " 5' - 8 " GU A R D R A I L H E I G H T 3' - 6 " T Y P . HA N D R A I L H E I G H T 2' - 1 1 " T Y P . TYP. 11" TYP. 1' - 0" METAL PAN STAIR W/ CONCRETE TREADS AND LANDING, PAINT METAL - CLOSED RISERS 1-1/2" DIA. METAL PIPE AND TUBE RAILINGS, PAINTED 1-1/2" DIA. METAL PIPE AND TUBE GUARDRAIL @ STAIR PERIMETER, PAINTED 6" DIA. CONCRETE FILLED STEEL BOLLARD, PAINTED. REFER TO STRUCTURAL DRAWINGS FOR DETAILS 6" DIA. CONCRETE FILLED STEEL BOLLARD, PAINTED. REFER TO STRUCTURAL DRAWINGS FOR DETAILS H T Y P . 3- 3 / 4 " M A X . ALIGN FACE OF WALL TO FACE OF STRUCTURE A521 2 Sim A322 5 LOW PRECAST 115' - 0" SUSPENDED ACOUSTICAL CLG SYSTEM A521 5 Sim A521 6 Sim PAINT ALL EXPOSED STRUCTURAL STEEL TO MATCH ADJACENT WALLS 1 E 16" X 16" SUMP PIT, SIZE AND LOCATION TO BE COORD. W/ ELEVATOR MFR. - PIT SHALL NOT BE LOCATED AT THE WEST OR SOUTH EXTERIOR SIDES OF THE SHAFT 16" WIDE STEEL PIT LADDER W/ HORIZONTAL RUNGS @ 12" O.C. MAX., HEIGHT AND LOCATION TO BE COORD. W/ ELEVATOR MFR. 1 A402 Sim 2 A402 Sim 3 A402 Sim 2 A402 1 A402 5 A401 1 3 E D 2 4 A401 3 A402 1 A321 C1 9' - 6" STAIR 1 203 ELEV. 202 STOR. 204 3 2 2 A321 5 A322 1 4 4 4 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 3 7 A M A401 GARAGE ELEVATOR LOBBY ENLARGED PLANS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/4" = 1'-0" A401 2 ELEVATOR LOBBY - FIRST LEVEL 1/4" = 1'-0" A401 3 ELEVATOR LOBBY - SECOND LEVEL 1/2" = 1'-0" A401 5 ELEVATOR LOBBY STAIR SECTION 2 1/2" = 1'-0" A401 4 ELEVATOR LOBBY STAIR SECTION 1 1/4" = 1'-0" A401 1 ELEVATOR PIT PLAN 1 PARKING SPACES TO BE SINGLE LINE STRIPED. REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 2 STRIPING TO BE 4" WIDE PAVEMENT MARKING - REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 3 DIRECTIONAL ARROW GRAPHICS TO BE PLACED IN LOCATIONS AS SHOWN ON PLAN - REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 4 ALIGN WALL TO FACE OF STRUCTURE 5 6" DIAMETER PIPE BOLLARD, PAINTED YELLOW (TYPICAL) - REFER TO STRUCTURAL DETAILS 6 STAINLESS STEEL SURFACE MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER, MOUNTED AT 48"AFF TO CENTER OF CABINET CLASP - COORDINATE W/ FIRE MARSHALL. MOUNT SO THAT CENTER OF CLASP IS @ 48"AFF MAX. 7 STRIPING TO BE 4" WIDE PAVEMENT MARKING AT 45 DEGREE ANGLE @ 36" O.C. SPACING 8 REFER TO SIGNAGE PLANS A700S FOR ALL SIGNAGE 9 REFER TO PAVEMENT MARKING PLANS A421 FOR PAVEMENT MARKING INFORMATION 10 6" CONCRETE TRAFFIC ISLAND - REF. ENLARGED PLANS 11 CONCRETE PARKING BUMPER - REF. SHEET A421 12 PAINT EXTERIOR GRADE PAINT TO MATCH ADJACENT EXTERIOR PRECAST PANELS IN THIS LOCATION ONLY. 13 PAINT INTERIOR WALLS, EXTERIOR GRADE PAINT, TO MATCH ADJACENT EXTERIOR PRECAST PANELS IN THIS LOCATION ONLY. 14 (6) INVERTED U-SHAPED BICYCLE RACKS - REF. STRUCTURAL DWGS FOR ANCHORAGE DETAILS 15 EXTENTS OF COLD FLUID-APPLIED WATERPROOFING - REF. SHEET A521 16 2" HORIZONTAL EXPANSION JOINT SYSTEM - BASIS-OF-DESIGN: CONSTRUCTION SPECIALTIES ZB-200; COORD. BLOCKOUT FOR JOINT NOTCH W/ SYSTEM MFR.; COORD. LOCATION W/ STRUCTURAL DWGS. 17 PROVIDE PREFIN. METAL CAGE W/ HASP FOR PADLOCK AS RECOMMENDED BY CONDENSER UNIT PROVIDER KEYED FLOOR PLAN NOTES (NOTED WITH ) 1 1/4" = 1'-0" A401 6 SECOND LEVEL RCP PLAN N N N N 1 TIE DOWN CLIPS REQUIRED 2 EXPOSED STRUCTURE ABOVE 3 PROVIDE AND INSTALL ARMSTRONG CERAMAGUARD FINE FISSUED 2X4 CEILING TILES WITH AL PRELUDE PLUS XL 15/16" TEE SYSTEM IN THIS LOCATION. 4 DOWNSPOUTS FROM ROOF ABOVE KEYED REF. CEILING PLAN NOTES (NOTED WITH ) 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOTES: ELEVATOR BASIS-OF-DESIGN: MODEL: OTIS HYDROFIT CAPACITY: 3500LB SPEED: 125FPM FINISH: FINISHES TO BE SELECTED BY ARCHITECT FROM MFR'S STANDARD RANGE FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" 2 A402 1 ELEVATOR TOWER 126' - 8" RX WATERSTOP, FULL PERIMETER CO O R D . W / E L E V . M F R . 4' - 0 " P I T D E P T H B/O HOIST BEAM 124'-4" EST. B/O STRUCTURE 125'-4" BENTONITE WATERPROOFING, FULL PERIMETER - EXTEND TO BOTTOM OF FOUNDATION 1/2" EXPANSION JOINT MATERIAL 1/2" EXPANSION JOINT MATERIAL HOIST BEAM PER STRUCTURAL DWGS. 3' - 0 " 3' - 8 " KEYWAY - VERIFY W/ STRUCTURAL DWGS A521 4 Sim A521 3 Sim A521 8 Sim A521 8 Sim A631 18 Sim A631 18 Sim A631 13 Sim A631 13 Sim LOW PRECAST 115' - 0" 1' - 8" FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" 1 A402 E ELEVATOR TOWER 126' - 8" 3 A402 B/O HOIST BEAM 124'-4" EST. B/O STRUCTURE 125'-4" RX WATERSTOP, FULL PERIMETER BENTONITE WATERPROOFING, FULL PERIMETER - EXTEND TO BOTTOM OF FOUNDATION 1/2" EXPANSION JOINT MATERIAL 1/2" EXPANSION JOINT MATERIAL HOIST BEAM PER STRUCTURAL DWGS. KEYWAY - VERIFY W/ STRUCTURAL DWGS A521 3 Sim A521 4 Sim A521 8 Sim A521 8 Sim A521 8 Sim A521 8 Sim A521 8 Sim LOW PRECAST 115' - 0" 1' - 8" FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" B.O. PRECAST 99' - 0" 2 A402 1 ELEVATOR TOWER 126' - 8" B/O HOIST BEAM 124'-4" EST. B/O STRUCTURE 125'-4" 3' - 8 " 3' - 0 " RX WATERSTOP, FULL PERIMETER BENTONITE WATERPROOFING, FULL PERIMETER - EXTEND TO BOTTOM OF FOUNDATION STEEL LADDER - REF. ENLARGED PLANS HOIST BEAM PER STRUCTURAL DWGS. A521 4 KEYWAY A521 3 Sim A631 18 Sim A521 8 Sim A521 8 Sim A631 18 Sim A631 13 Sim A631 13 Sim LOW PRECAST 115' - 0" 1' - 8" A521 1 Sim A521 1 Sim A521 1 Sim A521 1 Sim Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 3 8 A M A402 ELEVATOR LOBBY SECTIONS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/2" = 1'-0" A402 1 ELEVATOR SECTION 1 1/2" = 1'-0" A402 2 ELEVATOR SECTION 2 1/2" = 1'-0" A402 3 ELEVATOR SECTION 3 REVISION SCHEDULE NO. DESCRIPTION DATE 4 A403 5 A403 4' - 4 5/8" 9 TREADS @ 11" 8' - 3" 6' - 11 7/8" 4' - 4 5/8" 9 TREADS @ 11" 8' - 3" 7' - 11 7/8" 14 15 A B 2' - 0 " 106 5 6 2 11" 4" 4' - 9 " 1 1 / 2 " 4' - 9 " C 11" 1' - 0" 11" 3 A321 4 A321 1' - 10 5/8" 7' - 1 1 / 4 " 1' - 4" DOWNSPOUT DOWNSPOUT 13 7 2' - 4 " STAIR 2 106 UP M8 4 A403 5 A403 14 15 A B 2' - 0 " 4' - 0 " 4' - 4 5/8" 9 TREADS @ 11" 8' - 3" 7' - 11 7/8" 4' - 4 5/8" 9 TREADS @ 11" 8' - 3" 6' - 11 7/8" 5 2 6 4" 4' - 9 " 1 1 / 2 " 4' - 9 " 1' - 0" 1' - 0" 11" 11" 3 A321 4 A321 1' - 4" 3' - 7 7/8" 1' - 11" 5' - 8 " 13 STAIR 2 201 DOWNSPOUT DOWNSPOUT 7 UP UP M8 4 A403 5 A403 1' - 0" 4' - 4 5/8" 9 TREADS @ 11" 8' - 3" 7' - 11 7/8" 4' - 4 5/8" 9 TREADS @ 11" 8' - 3" 6' - 11 7/8" 11 ' - 0 " 14 15 A B 4" 4' - 9 " 1 1 / 2 " 4' - 9 " 5' - 6 " 2' - 0 " 1' - 4 1/2" 1' - 0" 20' - 7 1/2" 301 1' - 0" 2 6 6 2' - 4" 5 4 A511 3 Sim M8 M8 A511 4 Sim 5 A A 11" 3 A321 4 A321 13 DOWNSPOUT DOWNSPOUT 2' - 3 3/8" 2' - 8 1 / 4 " 6' - 0 " 7 STAIR 2 301 A511 1 Sim DN FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" 5 A403 A B A521 13 10 R I S E R S @ < 7 " 5' - 1 " 10 R I S E R S @ < 7 " 5' - 1 " 10 R I S E R S @ < 7 " 5' - 8 " 10 R I S E R S @ < 7 " 5' - 8 " METAL PAN STAIR W/ CONCRETE TREADS AND LANDING, PAINT METAL - CLOSED RISERS 1-1/2" DIA. METAL PIPE AND TUBE RAILINGS, PAINTED 1-1/2" DIA. METAL PIPE AND TUBE GUARDRAIL @ STAIR PERIMETER, PAINTED A B C HA N D R A I L H E I G H T 2' - 1 1 " T Y P . TY P . 3- 3 / 4 " M A X . GU A R D R A I L H E I G H T 3' - 6 " T Y P . STAIR TOWER 131' - 8" 3 A321 ALIGN FACE OF WALL TO FACE OF STRUCTURE LOW PRECAST 115' - 0" A521 5 Sim A521 2 Sim A631 18 Sim A631 18 Sim A631 18 Sim A631 13 Sim A631 13 Sim A631 13 Sim A521 8 Sim A521 8 Sim PAINT ALL EXPOSED STRUCTURAL STEEL TO MATCH ADJACENT WALLS FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" THIRD LEVEL 121' - 6" T.O. PRECAST 125' - 3" ROOF 130' - 4" 4 A403 14 15 10 R I S E R S @ < 7 " 5' - 1 " 10 R I S E R S @ < 7 " 5' - 1 " 10 R I S E R S @ < 7 " 5' - 8 " 10 R I S E R S @ < 7 " 5' - 8 " STAIR 2 301 METAL PAN STAIR W/ CONCRETE TREADS AND LANDING, PAINT METAL - CLOSED RISERS 1-1/2" DIA. METAL PIPE AND TUBE RAILINGS, PAINTED GU A R D R A I L H E I G H T 3' - 6 " T Y P . HA N D R A I L H E I G H T 2' - 1 1 " T Y P . A G TY P . 3 -3 /4 " M A X . STAIR TOWER 131' - 8" 4 A321 ALIGN FACE OF WALL TO FACE OF STRUCTURE ALIGN FACE OF WALL TO FACE OF STRUCTURE LOW PRECAST 115' - 0" 1' - 0" 1' - 0" TY P . 3 3 / 4 " M I N . A631 18 Sim A631 18 Sim A631 18 Sim A631 13 Sim A631 13 Sim A631 14 Sim A521 5 Sim A521 2 Sim A521 8 Sim A521 8 Sim PAINT ALL EXPOSED STRUCTURAL STEEL TO MATCH ADJACENT WALLS 14 15 A B STAIR 2 301 C1 8' - 1" 3 1 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 4 0 A M A403 GARAGE STAIRWELL PLANS AND SECTIONS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/4" = 1'-0" A403 1 STAIRWELL - FIRST LEVEL 1/4" = 1'-0" A403 2 STAIRWELL - SECOND LEVEL 1/4" = 1'-0" A403 3 STAIRWELL - THIRD LEVEL 1/2" = 1'-0" A403 4 STAIRWELL SECTION 1 1/2" = 1'-0" A403 5 STAIRWELL SECTION 2 N N N KEYED FLOOR PLAN NOTES (NOTED WITH ) 1 1/4" = 1'-0" A403 6 THIRD LEVEL 1 TIE DOWN CLIPS REQUIRED 2 EXPOSED STRUCTURE ABOVE 3 PROVIDE AND INSTALL ARMSTRONG CERAMAGUARD FINE FISSUED 2X4 CEILING TILES WITH AL PRELUDE PLUS XL 15/16" TEE SYSTEM IN THIS LOCATION. 4 DOWNSPOUTS FROM ROOF ABOVE KEYED REF. CEILING PLAN NOTES (NOTED WITH ) 1 REVISION SCHEDULE NO. DESCRIPTION DATE 14 (6) INVERTED U-SHAPED BICYCLE RACKS - REF. STRUCTURAL DWGS FOR ANCHORAGE DETAILS 15 EXTENTS OF COLD FLUID-APPLIED WATERPROOFING - REF. SHEET A521 16 2" HORIZONTAL EXPANSION JOINT SYSTEM - BASIS-OF-DESIGN: CONSTRUCTION SPECIALTIES ZB-200; COORD. BLOCKOUT FOR JOINT NOTCH W/ SYSTEM MFR.; COORD. LOCATION W/ STRUCTURAL DWGS. 17 PROVIDE PREFIN. METAL CAGE W/ HASP FOR PADLOCK AS RECOMMENDED BY CONDENSER UNIT PROVIDER 1 PARKING SPACES TO BE SINGLE LINE STRIPED. REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 2 STRIPING TO BE 4" WIDE PAVEMENT MARKING - REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 3 DIRECTIONAL ARROW GRAPHICS TO BE PLACED IN LOCATIONS AS SHOWN ON PLAN - REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 4 ALIGN WALL TO FACE OF STRUCTURE 5 6" DIAMETER PIPE BOLLARD, PAINTED YELLOW (TYPICAL) - REFER TO STRUCTURAL DETAILS 6 STAINLESS STEEL SURFACE MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER, MOUNTED AT 48"AFF TO CENTER OF CABINET CLASP - COORDINATE W/ FIRE MARSHALL. MOUNT SO THAT CENTER OF CLASP IS @ 48"AFF MAX. 7 STRIPING TO BE 4" WIDE PAVEMENT MARKING AT 45 DEGREE ANGLE @ 36" O.C. SPACING 8 REFER TO SIGNAGE PLANS A700S FOR ALL SIGNAGE 9 REFER TO PAVEMENT MARKING PLANS A421 FOR PAVEMENT MARKING INFORMATION 10 6" CONCRETE TRAFFIC ISLAND - REF. ENLARGED PLANS 11 CONCRETE PARKING BUMPER - REF. SHEET A421 12 PAINT EXTERIOR GRADE PAINT TO MATCH ADJACENT EXTERIOR PRECAST PANELS IN THIS LOCATION ONLY. 13 PAINT INTERIOR WALLS, EXTERIOR GRADE PAINT, TO MATCH ADJACENT EXTERIOR PRECAST PANELS IN THIS LOCATION ONLY. 21' - 1 1/8" 19' - 7 7/8" 3' - 1 1/8" 22' - 9" 10 11 E 12 4' - 0" EQ EQ R 2' - 0" 1' - 0" 2' - 0" 1' - 0" 10 1 / 4 " 12 ' - 5 1 / 4 " R 2 ' - 0 " 6" CONCRETE ISLAND - REFER TO STRUCTURAL DRAWINGS FOR DETAILS 11' - 11 1/8" 16 ' - 0 " 5' - 10 5/8" 8' - 11 3/4" 6' - 0 " 11' - 2 3/8" 10 " PAINT EDGE OF ISLAND YELLOW TO MATCH TRAFFIC MARKINGS, FULL PERIMETER 3 3 3 22 17 ' - 3 1 / 2 " 15 E STORAGE 102 ELECTRICAL 103 20 ' - 0 " 1' - 0 " 8' - 2 5 / 8 " 10 ' - 1 3 / 4 " 102 103 3' - 0" 1' - 0" 13' - 0" 1' - 0" 3/4" 3/ 4 " 3/4" 3/ 4 " 5 A321 1' - 7 3 / 4 " 3' - 8" 4" 4 5 .0 0 ° 3' - 0 " 6 5 2 7 2' - 4 1 / 4 " A511 2 Sim A511 3 Sim A511 6 Sim A511 6 Sim A511 6 Sim 7' - 0" 5" 2 - #3 RE-BAR 6'-8" LONG PROVIDE #5 REBARS 1'-6" LONG IN 5/8" CAST HOLES 9" TO CENTERLINE OF COLUMN 2' - 0" 1 A 18' - 1 1/2" 1' - 0" 16 ' - 1 1 " 1' - 0 " 4" WIDE YELLOW PAVEMENT MARKING TYP. 4 5 .0 0 ° 4" 3' - 0 " 7 2 15 E 16' - 6 1/8" 1' - 0" 22 ' - 1 " 1' - 0 " 4" WIDE YELLOW PAVEMENT MARKING TYP. 5 A321 4 5 .0 0 ° 4" 3' - 0 " TO CENTER, TYP. 7' - 0" 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " (6) INVERTED U-SHAPED BICYCLE RACKS - REF. STRUCTURAL DWGS FOR ANCHORAGE DETAILS 7 2 4 A403 5 A403 14 15 A B 1' - 11" 20' - 7 1/2" 1' - 0" 9 1 / 2 " 5' - 8 " 0" 3 A321 4 A321 DOWNSPOUT DOWNSPOUT 1' - 4" 1' - 0 " 4" 3' - 0 " 4 5 .0 0 ° 5 1' - 2 " 4' - 0 " 5' - 2 " 8" 1' - 0" 8" 2' - 4" 4" 8' - 8" 4" 9' - 0" 9' - 0" 18 ' - 0 " 10" 7' - 0" 10" 2' - 0 " 11 11 5' - 2" 1' - 2 " 4 1 / 2 " 8" 1' - 0 " 8" 4' - 0" 1' - 2" 1' - 3 1/2" 1' - 2" 1' - 2" 4 1/2" 3' - 7 1/2" 3' - 1 0 1 / 2 " 1' - 0" 1' - 0 1/2" 1' - 2" 1' - 2 " 1' - 2 " 1' - 3 1 / 2 " 3' - 7 1 / 2 " 3' - 2 1/2" Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 4 0 A M A421 STRIPING PLANS AND DETAILS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/4" = 1'-0" A421 1 SOUTH ENTRANCE 1/4" = 1'-0" A421 5 SOUTH EAST CORNER 1" = 1'-0" A421 9 CONCRETE PARKING BUMPER 1/4" = 1'-0" A421 2 TYP. NW CORNER PARKING STRIPE 1/4" = 1'-0" A421 6 TYP. SE CORNER PARKING STRIPE 1/4" = 1'-0" A421 8 TYPICAL NE CORNER PARKING STRIPE 1/4" = 1'-0" A421 4 TRAFFIC ARROW 1 1/4" = 1'-0" A421 3 PARKING STRIPES 1/4" = 1'-0" A421 7 TRAFFIC ARROW 2 1/4" = 1'-0" A421 10 TRAFFIC ARROW 3 1 PARKING SPACES TO BE SINGLE LINE STRIPED. REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 2 STRIPING TO BE 4" WIDE PAVEMENT MARKING - REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 3 DIRECTIONAL ARROW GRAPHICS TO BE PLACED IN LOCATIONS AS SHOWN ON PLAN - REFER TO PAVEMENT MARKING DETAILS ON SHEET A421 4 ALIGN WALL TO FACE OF STRUCTURE 5 6" DIAMETER PIPE BOLLARD, PAINTED YELLOW (TYPICAL) - REFER TO STRUCTURAL DETAILS 6 STAINLESS STEEL SURFACE MOUNTED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER, MOUNTED AT 48"AFF TO CENTER OF CABINET CLASP - COORDINATE W/ FIRE MARSHALL. MOUNT SO THAT CENTER OF CLASP IS @ 48"AFF MAX. 7 STRIPING TO BE 4" WIDE PAVEMENT MARKING AT 45 DEGREE ANGLE @ 36" O.C. SPACING 8 REFER TO SIGNAGE PLANS A700S FOR ALL SIGNAGE 9 REFER TO PAVEMENT MARKING PLANS A421 FOR PAVEMENT MARKING INFORMATION 10 6" CONCRETE TRAFFIC ISLAND - REF. ENLARGED PLANS 11 CONCRETE PARKING BUMPER - REF. SHEET A421 12 PAINT EXTERIOR GRADE PAINT TO MATCH ADJACENT EXTERIOR PRECAST PANELS IN THIS LOCATION ONLY. 13 PAINT INTERIOR WALLS, EXTERIOR GRADE PAINT, TO MATCH ADJACENT EXTERIOR PRECAST PANELS IN THIS LOCATION ONLY. 14 (6) INVERTED U-SHAPED BICYCLE RACKS - REF. STRUCTURAL DWGS FOR ANCHORAGE DETAILS 15 EXTENTS OF COLD FLUID-APPLIED WATERPROOFING - REF. SHEET A521 16 2" HORIZONTAL EXPANSION JOINT SYSTEM - BASIS-OF-DESIGN: CONSTRUCTION SPECIALTIES ZB-200; COORD. BLOCKOUT FOR JOINT NOTCH W/ SYSTEM MFR.; COORD. LOCATION W/ STRUCTURAL DWGS. 17 PROVIDE PREFIN. METAL CAGE W/ HASP FOR PADLOCK AS RECOMMENDED BY CONDENSER UNIT PROVIDER KEYED FLOOR PLAN NOTES (NOTED WITH ) 1 REVISION SCHEDULE NO. DESCRIPTION DATE NOTES: 1. ALL ADA PARKING STRIPING AND SYMBOLS ALONG WITH ADJACENT AISLE STRIPING SHALL BE BLUE PAINT. 2. ALL OTHER STRIPING AND PAVEMENT MARKINGS SHALL BE YELLOW PAINT. 3. REFER TO SHEET G001 FOR PAVEMENT MARKING BASIS-OF- DESIGN. 2"X4" GALV. STEEL TUBE - BRACED FRAME, PAINTED 4"X4" CAPPED GALV. STEEL END AND MID POSTS, PAINTED - REF. STRUCTURAL DRAWINGS CONCRETE PAD PER CIVIL DWGS. GALV. STEEL HORIZONTAL SHADOWBOX INFILL, PAINTED 1' - 0 " 8' - 2 " 2" 9' - 4 " 7' - 6" 7' - 6" 15' - 0" 6 A501 2"X4" GALV. STEEL TUBE - BRACED FRAME, COATED 4"X4" CAPPED GALV. STEEL END AND MID POSTS, COATED CONCRETE PAD PER CIVIL DWGS. GALV. STEEL HORIZONTAL SHADOWBOX INFILL, COATED 1' - 0 " 8' - 2 " 2" 9' - 4 " 6' - 0" 6' - 0" 12' - 0" 5 A501 2"X4" GALV. STEEL TUBE - BRACED FRAME, COATED 4"X4" CAPPED GALV. STEEL END POSTS, COATED - REF. STRUCTURAL DRAWINGS INDUSTRIAL S.S. CANE ROD CONCRETE PAD PER CIVIL DWGS. GATES W/ HEAVY-DUTY HINGES AND HEAVY-DUTY SLIDE LATCH GALV. STEEL HORIZONTAL SHADOWBOX INFILL, COATED 2" 8' - 2 " 1' - 0 " 9' - 4 " 7' - 6" 7' - 6" 15' - 0" 2/A501 3/ A 5 0 1 4/A501 5 A501 6" DIAMETER CONCRETE-FILLED STEEL PIPE BOLLARDS, PAINTED. REFER TO STRUCTURAL DRAWINGS FOR DETAILS 6" DIAMETER CONCRETE- FILLED STEEL PIPE BOLLARDS, PAINTED. REFER TO STRUCTURAL DRAWINGS FOR DETAILS 4' - 0" 6' - 8" 4' - 0" 5' - 1 0 " 5' - 1 0 " 1' - 0 " 11 ' - 8 " 1' - 0" 1' - 0 " 5' - 1 0 " 5' - 1 0 " 11 ' - 8 " 3/ A 5 0 1 1' - 0 " 7' - 4" 7' - 4" 14' - 8" 6 A501 1' - 0" SI M . FIRST LEVEL 100' - 0" 2"X4" GALV. STEEL TUBE - BRACED FRAME, COATED 4"X4" CAPPED GALV. STEEL END AND MID POSTS, COATED - REF. STRUCTURAL DRAWINGS CONCRETE PAD PER CIVIL DWGS. GALV. STEEL HORIZONTAL SHADOWBOX INFILL, COATED INDUSTRIAL S.S. CANE ROD 6" DIAMETER CONCRETE-FILLED STEEL PIPE BOLLARD BEYOND 2" 8' - 2 " 1' - 0 " 9' - 4 " GATE FRAME PADLOCK S.S. SLIDE BOLT LATCH GATE FRAME HINGE - WELDED TO GATE 304 S.S. HINGE STRAP SQUARE POST HINGE YOKE - WELDED TO HINGE STRAP 4" DOUBLE SEALED BEARING HINGE RATED @ 2800LBS/PAIR GATE FRAME S.S. ROD KEEPER S.S. CANE GUIDE W/ NYLON BUSHING 1" DIA. S.S. CANE ROD 2"X4" GALV. STEEL TUBE - BRACED FRAME, COATED 4"X4" CAPPED GALV. STEEL END AND MID POSTS, COATED - REF. STRUCTURAL DRAWINGS CONCRETE PAD PER CIVIL DWGS. GALV. STEEL HORIZONTAL SHADOWBOX INFILL, COATED 6" DIAMETER CONCRETE-FILLED STEEL PIPE BOLLARD BEYOND 2" 8' - 2 " 1' - 0 " 9' - 4 " Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 4 2 A M A501 DUMPSTER ENCLOSURE DETAILS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/4" = 1'-0" A501 2 NORTH DUMPSTER ENCLOSURE 1/4" = 1'-0" A501 3 EAST DUMPSTER ENCLOSURE 1/4" = 1'-0" A501 4 SOUTH DUMPSTER ENCLOSURE 1/4" = 1'-0" A501 1 DUMPSTER ENCLOSURE 3/4" = 1'-0" A501 5 DUMPSTER GATE SECTION N.T.S. A501 9 LATCH DETAIL N.T.S. A501 7 GATE HINGE DETAIL N.T.S. A501 8 CANE ROD DETAIL 3/4" = 1'-0" A501 6 DUMPSTER ENCLOSURE SECTION DUMPSTER ENCLOSURE AND GATE SPECIFICATION DUMPSTER ENCLOSURE AND GATE SHALL MATCH ENCLOSURE AND GATE AT ADJACENT PROPERTY LOCATED AT: MAINSTREET SHORT STAY REHABILITATION AND ASSISTED LIVING FACILITY - 12315 PENNSYLVANIA ST., CARMEL, INDIANA 46032 2.1 MANUFACTURER A. Basis-of-Design: BaSteel Perimeter Systems, Inc. 1400 Magnolia Ave Frankfort, IN 46041 (866)-369-8335 www.basteel.com . 2.2 MATERIAL A. Infill pickets 5” in width shall be liquid color coated and then roll formed from minimum 0.017” 25 gauge full hard 80,000 psi minimum yield strength steel in accordance with ASTM A653. Protective coatings shall consist of hot dip galvanized zinc G-90 under coat. Then a two-coat, thermo cured paint system consisting of a primer bottom coat and a fluoropolymer top coat shall be applied. Fluoropolymer top coat shall contain not less than 70 percent polyvinylidene fluoride (Kynar 500®/ Hylar 5000®) resin by weight; complying with physical properties and coating performance requirements of AAMA 621. 1. Horizontal picket/ infill orientation a. Horizontal Shadow-Box B. Rails, channels and brackets shall be .073” (14 gauge) ASTM A653 high strength 50,000 minimum psi yield steel. A protective galvanized G-90 under coat is applied prior to the thermo cured top coat protection. Top coat protection shall meet minimum performance requirements of Super Durable Polyester Powder Coat and ASTM F1043. 1. “C” roll formed channel rails 1 ¼” x 1 ½”. a. Flat square back brackets (to be used with square posts) C. Posts shall have a top coat meeting minimum performance requirements of Super Durable Polyester Powder Coat and ASTM F1043. 1. Preferred Square (required with the use of all horizontal styles) a. 4.0”x 4.0” x 0.120” wall (11 gauge) high strength 50,000 psi minimum yield in accordance with ASTM A500 and shall be zinc coated in accordance with ASTM F1043 type B. D. All gate frames shall meet the same material and performance specifications as sited for rails and posts. All gate infill or pickets shall conform to the standards specified for pickets and infill material sited. Welding of gate frames and other components, as necessary and recommended by the manufacturer, shall be with silicon bronze welding wire, conforming to AWS A5.7 ERCuSi-A and/or ASME SFA5.7 requirements, as to inhibit corrosion. Remove all sharp edges from cuts, bends and welding splatter prior to factory finish being applied. Perimeter gate frame shall have miter cut corners. All picket or infill materials shall be in-cased on all four sides by perimeter gate frame. Hinges shall be welded to gate frame vertical and clamped around hinging post allowing for field adjustability. Pivot points shall be double sealed bearings. 1.0” stainless steel industrial cane rod with nylon bushings shall be supplied on each gate leaf. Provide receiver in ground plane for rod in the closed & fully open positions. 1. Double Swing Gate a. Gate frame shall be comprised of 2.0”x 4.0” x 0.073” wall (14 gauge) minimum and reinforced with 1.0”x 2.0” x 0.060” wall (16 gauge) minimum high strength 50,000 psi minimum yield in accordance with ASTM A500 and shall be zinc coated in accordance with ASTM F1043 type B. Pad-lock ready 1.0” stainless steel industrial slide bolt assembly shall be supplied E. Infill fasteners shall be 302 series stainless steel 6-Lobe pin in security truss washer, full body shouldered conforming to ANSI B1.13M when required. Carriage bolts, nuts and bracket screws shall be stainless steel. All other miscellaneous hardware shall be corrosion resistant. REVISION SCHEDULE NO. DESCRIPTION DATE EXTERIOR PRECAST CONCRETE PANEL PER PLANS SEALANT W/ BACKER ROD, BOTH SIDES OF WALL EXTERIOR CMU WALL PER PLANS HOLD 3/4" TYPICAL CONDITION AT ALL CMU / PRECAST JOINTS EXTERIOR PRECAST CONCRETE PANEL PER PLANS SEALANT W/ BACKER ROD EXTERIOR CMU WALLS PER PLANS HOLD 3/4" TYPICAL CONDITION AT ALL CMU / PRECAST JOINTS CIP CONCRETE COLUMN PER PLANS SEALANT W/ BACKER ROD, BOTH SIDES OF WALL EXTERIOR CMU WALL PER PLANS HOLD 3/4" TYPICAL CONDITION AT ALL CMU / COLUMN JOINTS CIP CONCRETE COLUMN PER PLANS SEALANT W/ BACKER ROD 4" EXTERIOR CMU WALL PER PLANS AT COLUMN - 8" EXTEND CMU ABOVE COLUMN TYPICAL CONDITION AT ALL CMU / COLUMN JOINTS SEALANT W/ BACKER ROD 8" EXTERIOR CMU WALL PER PLANS HO L D 3/ 4 " HO L D 3/ 4 " EXTERIOR PRECAST CONCRETE PANEL PER PLANS 2 1/4" 3/4" 3/4" 3/4" NOTE: REFER TO STRUCTURAL DRAWINGS FOR PRECAST PANEL CONNECTIONS SEALANT AND BACKER ROD, BOTH SIDES @ ENCLOSED AREAS ONLY SEALANT WITH BACKER ROD CONTINUIOUS AT OPENING PERIMETER EDGE OF PRECAST OPENING BELOW - PAINTED H O L D 3/ 4 " EXTERIOR PRECAST CONCRETE PANEL PER PLANS EXTERIOR CMU WALL PER PLANS 3/4 " 3/4 " 3/4 " EASE CORNERS, BOTH SIDES OF JOINT SEALANT AND BACKER ROD, BOTH SIDES Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 4 3 A M A511 PLAN DETAILS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1 1/2" = 1'-0" A511 1 CMU DETAIL 1 1/2" = 1'-0" A511 2 CMU DETAIL 2 1 1/2" = 1'-0" A511 3 CMU DETAIL 3 1 1/2" = 1'-0" A511 4 CMU DETAIL 4 3" = 1'-0" A511 5 PANEL JOINT - TYPICAL 1 1/2" = 1'-0" A511 6 OPENING DETAIL AT CMU WALL 1 1/2" = 1'-0" A511 7 PANEL CORNER JOINT REVISION SCHEDULE NO. DESCRIPTION DATE GU A R D R A I L H E I G H T 3' - 6 " M A X . HANDRAIL - RETURN TO FLOOR OR OPTIONAL RETURN TO ITSELF HA N D R A I L H E I G H T 2' - 1 1 " M A X 3 60 MIL. FULLY ADHERED TPO ROOFING MEMBRANE SYSTEM OVER TAPERED RIGID INSULATION (1/2" MIN.) 8" CMU BOND BEAM, REF. STRUCTURAL DWGS. 6" PREFIN. METAL GUTTER 4" SQUARE PREFIN. METAL DOWNSPOUT MOISTURE RESISTANT SUSPENDED ACOUSTICAL CEILING STEEL DECKING REFER TO STRUCTURAL FOR PLATE AND ANGLE REQUIREMENTS 8" CMU WALL, PTD. - REF. STRUCTURAL DWGS. EXTEND ROOF MEMBRANE OVER EDGE OF GUTTER UNDER FLASHING AND SEAL MEMBRANE FLASHING W/ S.S. DRIP EDGE 2x P.T. WOOD BLOCKING 1/2" EXPANSION MATERIAL 6" CMU BLOCK, PTD. PREFIN. METAL FLASHING W/ DRIP EDGE 1' - 0" 10 1 / 4 " T.O. PRECAST 125' - 3" 1 ELEVATOR TOWER 126' - 8" PREFINISHED METAL COPING TREATED 2X WOOD BLOCKING CONTINUOUS CLEAT CONTINUOUS SEALANT BOTH SIDES ADHERED ROOFING MEMBRANE, TURN MEMBRANE UP WALL & OVER BLOCKING PRECAST CONCRETE PANEL METAL DECK, REFER TO STRUCTURAL DRAWINGS 60 MIL FULLY ADHERED TPO ROOFING SYSTEM OVER TAPERED RIGID INSULATION (1/2" MIN.) 6" 4" 1' - 8" ROOF 130' - 4" STAIR TOWER 131' - 8" PREFINISHED METAL COPING TREATED 2X WOOD BLOCKING CONTINUOUS CLEAT CONTINUOUS SEALANT BOTH SIDES ADHERED ROOFING MEMBRANE, TURN MEMBRANE UP WALL & OVER BLOCKING WHERE ROOF MEETS THE PRECAST PANEL PRECAST CONCRETE PANEL METAL DECK, REFER TO STRUCTURAL DRAWINGS 60 MIL. FULLY ADHERED TPO ROOFING SYSTEM OVER TAPERED RIGID INSULATION, (1/2" MIN.) 4" 6" THIRD LEVEL 121' - 6" T.O. PRECAST 125' - 3" 60 MIL. FULLY ADHERED TPO ROOFING MEMBRANE OVER TAPERED RIGID INSULATION (1/2" MIN.) 8" CMU WALL, PTD. - REF. STRUCTURAL DWGS. 6" PREFIN. METAL GUTTER 4" SQUARE PREFIN. METAL DOWNSPOUT STEEL DECKING REFER TO STRUCTURAL FOR PLATE AND ANGLE REQUIREMENTS STEEL DECKING REFER TO STRUCTURAL FOR PLATE AND ANGLE REQUIREMENTS 60 MIL. FULLY ADHERED TPO ROOFING MEMBRANE SYSTEM OVER TAPERED RIGID INSULATION (1/2" MIN.) ADHERED ROOFING MEMBRANE, TURN MEMBRANE UP WALL PREFIN. METAL COUNTERFLASHING W/ REGLET EMBEDDED IN CMU JOINT CONTINUOUS SEALANT MOISTURE RESISTANT SUSPENDED ACOUSTICAL CEILING 8" CMU BOND BEAM, PTD. - REF. STRUCTURAL DWGS. EXTEND ROOF MEMBRANE OVER EDGE OF GUTTER UNDER FLASHING 6" CMU BLOCK, PTD. 1/2" EXPANSION MATERIAL PREFIN. METAL FLASHING W/ DRIP EDGE MEMBRANE FLASHING W/ S.S. DRIP EDGE 2X P.T. WOOD BLOCKING 10 " CONCRETE SPLASHBLOCK @ LOWER ROOF PA I N T C O L O R 1 PA I N T C O L O R 2 3/ 4 " 3" 3/4" 1 1/2" 3/4" NOTE: THIS DETAIL APPLIES TO BOTH VERTICAL AND HORIZONAL REVEALS T O F I N . F L R . 7' - 0 " C L R . D R . O P N G . 2 " WALL PER PLANS AND WALL TYPES SEALANT AND BACKER ROD METAL FRAME - GROUT SOLID AND PAINT DUST COVER, HANGER COVER AND FASCIA AS REQ'D HEAD ATTACHMENTS - INDICATE ON SHOP DWGS CMU FILL AFTER ELEVATOR FRAMES ARE SET LINTEL CMU - REF. STRUCTURAL DWGS ELEVATOR DOOR 3' - 6 " C L R . D R . O P N G . 2 " WALL PER PLANS AND WALL TYPES SEALANT AND BACKER ROD METAL FRAME - GROUT SOLID AND PAINT GALVANIZED METAL 'Z' CLOSURE CMU FILL AFTER ELEVATOR FRAMES ARE SET ELEVATOR DOOR WALL PER PLANS AND WALL TYPES STEEL ANGLE AS RECOMMENDED BY DOOR MFR. - COORDINATE W/ STRUCTURAL ENGINEER METAL SILL ELEVATOR DOOR COMPOSITE FLOOR ASSEMBLY - REF. STRUCTURAL DWGS. CONCRETE WALL - REF. STRUCTURAL DWGS STEEL ANGLE AS RECOMMENDED BY DOOR MFR. - COORDINATE W/ STRUCTURAL ENGINEER METAL SILL ELEVATOR DOOR CONCRETE SLAB - REF. STRUCTURAL DWGS COMPACTED GRANULAR FILL CONTRACTOR SHALL COORDINATE ALL ELEVATOR DOOR DETAILS WITH ELEVATOR MANUFACTURER PRIOR TO FABRICATION AND INSTALLATION. CONTRACTOR SHALL SUBMIT ELEVATOR MANUFACTURER RECOMMENDED DETAILS IN SHOP DRAWINGS AS PART OF CONSTRUCTION SUBMITTAL. CONTRACTOR TO COORDINATE SIZE OF SHAFT OPENINGS REQUIRED FOR INSTALLATION OF ELEVATOR AND INFILL OF WALL REQUIRED FOLLOWING ELEVATOR INSTALLATION. KEYWAY TURN CONCRETE DOWN TO WALL BELOW SILL 2 SILL 1 JAMB HEAD BENTONITE WATERPROOFING - EXTEND TO BOTTOM OF FOOTING 1 1/2" 1 1 / 2 " 1-1/2" DIA. METAL HANDRAIL, PAINTED RETURN END OF HANDRAIL TO 1/8" CLEAR OF WALL (TYPICAL) 2' - 1 1 " A B O V E F I N I S H F L O O R 1' - 0" 1-1/2" DIA. METAL HANDRAIL, PAINTED THIRD LEVEL 121' - 6" E 60 MIL. FULLY ADHERED TPO ROOFING MEMBRANE SYSTEM OVER TAPERED RIGID INSULATION (1/2" MIN.) ADHERED ROOFING MEMBRANE, TURN MEMBRANE UP WALL PREFIN. METAL COUNTERFLASHING W/ REGLET CAST IN CONCRETE PRECAST PANEL CONCRETE PRECAST PANEL 12 " M I N . FIRST LEVEL 100' - 0" B.O. PRECAST 99' - 0" A 8" PRECAST CONCRETE PANEL, PAINTED GRADE - REF. CIVIL DWGS COLD FLUID-APPLIED WATERPROOFING MEMBRANE - EXTEND TO BOTTOM OF FOOTING; EXTENTS SHOWN ON FLOOR PLANS. OVERLAP W/ PAINT HO L D 6" CONCRETE RETAINING WALL - REF. STRUCTURAL DWGS CONCRETE FOUNDATION - REF. STRUCTURAL DWGS 1' - 8" SHIM AND GROUT PER MFR'S. RECOMMENDATIONS FIRST LEVEL 100' - 0" B.O. PRECAST 99' - 0" E 8" PRECAST CONCRETE PANEL, PAINTED GRADE - REF. CIVIL DWGS. CONCRETE FOUNDATION - REF. STRUCTURAL DWGS. COMP. GRANULAR FILL CONCRETE SLAB - REF. STRUCTURAL DWGS. 1' - 8" SHIM AND GROUT PER MFR'S. RECOMMENDATIONS 2" 9" 3/ 4 " NOVALINK SL EDGE SEALANT EXTRUDED EPDM COMPRESSION SEAL - BLACK PRO POXY 300 EPOXY BASIS-OF-DESIGN: CONSTRUCTION SPECIALTIES ZB-200 EXPANSION JOINT SYSTEM NOTCH SLAB PER JOINT MFR. - COORD. BLOCKOUT FOR NOTCH W/ JOINT MFR. Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 4 4 A M A521 SECTION DETAILS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1" = 1'-0" A521 13 HANDRAIL RETURN 1 1/2" = 1'-0" A521 2 GUTTER DETAIL 1 1/2" = 1'-0" A521 3 COPING DETAIL 1 1/2" = 1'-0" A521 5 COPING DETAIL 1 1/2" = 1'-0" A521 4 ROOF DETAIL 3" = 1'-0" A521 7 TYP. PAINT AT HORIZ. REVEAL 3" = 1'-0" A521 8 TYPICAL REVEAL 1 1/2" = 1'-0" A521 1 STANDARD ELEVATOR DETAILS 1 1/2" = 1'-0" A521 11 HANDRAIL DETAIL 1 1/2" = 1'-0" A521 12 HANDRAIL RETURN DETAIL 1 1/2" = 1'-0" A521 6 PRECAST REGLET DETAIL 1 1/2" = 1'-0" A521 9 FOUNDATION RAMP DETAIL 1 1/2" = 1'-0" A521 10 TYPICAL WALL BASE DETAIL REVISION SCHEDULE NO. DESCRIPTION DATE 1 1/2" = 1'-0" A521 14 EXPANSION JOINT DETAIL D1 - FLUSH DOOR DO O R H E I G H T WIDTH DOOR D2 - FULL GLASS DO O R H E I G H T WIDTH DOOR 10 " 5" 5" TEMPERED GLASS F1 F2 DO O R H E I G H T 2" 2" WIDTH DOOR 2" DO O R H E I G H T 4" 2" WIDTH DOOR 2" 8" CMU WALL. GROUT FULL CELL CLOSEST TO JAMB. REFER TO STRUCTURAL INFORMATION ALIGN EXTERIOR FACE FLUSH DOOR FRAME ANCHOR BULLNOSE AT ALL INTERIOR SIDE JAMBS CONT. SEALANT AND BACKER ROD BOTH SIDES W/ SHIM MASONRY TYPE HM. FRAME. GROUT FULL 1 1 5 / 1 6 " 1 7 / 8 " 1 1 5 / 1 6 " 5 3 / 4 " 8" NOMINAL CMU. REFER TO STRUCTURAL DWGS CONT. SEALANT AND BACKER ROD BOTH SIDES W/ SHIM. MASONRY TYPE HM FRAME. GROUT FULL 8" BOND BEAM. REFER TO STRUCTURAL DWGS ALIGN EXTERIOR FACE FLUSH 5 3/4" 4" 1 15/16" 1 7/8" 1 15/16" ALUMINUM ENTRANCE SYSTEM ALUMINUM THRESHOLD, SET IN SEALANT REF. TO STOREFRONT ELEVATIONS FOR GLASS TYPE 1/2" SOFT EXPANSION JOINT MATERIAL SLAB AND FOUNDATION PER STRUCTURAL DRAWINGS PRECAST PANEL BEYOND 6 1/4" 1/ 2 " M A X . CONCRETE PRECAST PANEL MILL FINISH ALUMINUM STOREFRONT SYSTEM SEALANT AND BACKER ROD TYP. EACH SIDE WITH SHIM 8" REF. TO STOREFRONT ELEVATIONS FOR GLASS TYPE 8" PRECAST CONCRETE PANEL CONT. SEALANT AND BACKER ROD, BOTH SIDES W/ SHIM ALUMINUM CURTAIN WALL REF. TO CURTAIN WALL ELEVATIONS FOR GLASS TYPE 1" 8" CMU WALL REFER TO STRUCTURAL DWGS ALUMINUM STOREFRONT SYSTEM SEALANT AND BACKER ROD TYP. EACH SIDE AND SHIM REF. TO STOREFRONT ELEVATIONS FOR GLASS TYPE BULLNOSE AT INTERIOR SIDE ALUMINUM ENTRANCE SYSTEM ALUMINUM THREASHOLD, SET IN SEALANT REF. TO STOREFRONT ELEVATIONS FOR GLASS TYPE 1/2" SOFT EXPANSION JOINT MATERIAL SLAB AND FOUNDATION PER STRUCTURAL DRAWINGS PRECAST PANEL BEYOND 7" 1/ 2 " M A X . HARDWARE SET 1 - STORE ROOM Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA STOREROOM LOCK T581P6 DANE 626 FAL 1 EA SURFACE CLOSER SC71 SS 689 FAL 1 EA KICK PLATE 8400 10" X 1 1/2" LDW B-CS 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER 1 EA THRESHOLD 65A A ZER HARDWARE SET 2 - ELEVATOR EQUIPMENT ROOM Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA STOREROOM LOCK T581P6 DANE 626 FAL 1 EA SURFACE CLOSER SC71 RW/PA 689 FAL 1 EA KICK PLATE 8400 10" X 1 1/2" LDW B-CS 630 IVE 1 EA WALL STOP WS406/407CVX 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER 1 EA THRESHOLD 65A A ZER HARDWARE SET 3 - EXTERIOR PASSAGE Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 1 EA CONT. HINGE 112HD 628 IVE 1 SET PUSH/PULL BAR 9103EZHD-10"-NO 630 IVE 1 EA SURFACE CLOSER SC71 SS 689 FAL 1 EA TOP RAIL DROP PLATE SC70-18PA 689 FAL 1 EA CUSH SHOE SUPPORT SC70-30 689 FAL 1 EA BLADE STOP SPACER SC70-61 689 FAL 1 EA DOOR SWEEP 8198AA AA ZER 1 EA THRESHOLD 655A A ZER 1 EA WEATHERSTRIP BY DOOR/FRAME MANUFACTURER HARDWARE SET 4 - ELECTRICAL ROOM Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA PANIC HARDWARE LD-25-R-L-NL-DANE 630 FAL 1 EA MORTISE CYLINDER 986 626 FAL 1 EA SURFACE CLOSER SC71 SS 689 FAL 1 EA KICK PLATE 8400 10" X 1 1/2" LDW B-CS 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER 1 EA THRESHOLD 65A A ZER HARDWARE SET 5 - EXTERIOR PASSAGE (UPPER FLOORS) Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 1 EA CONT. HINGE 112HD 628 IVE 1 SET PUSH/PULL BAR 9103EZHD-10"-NO 630 IVE 1 EA SURFACE CLOSER SC71 SS 689 FAL 1 EA TOP RAIL DROP PLATE SC70-18PA 689 FAL 1 EA CUSH SHOE SUPPORT SC70-30 689 FAL 1 EA BLADE STOP SPACER SC70-61 689 FAL 1 EA WEATHERSTRIP BY DOOR/FRAME MANUFACTURER NOTES: DOOR LEGEND AL ALUMINUM CW CURTAIN WALL FAL FALCON HM HOLLOW METAL IVE IVES MFR MANUFACTURER STANDARD SF STOREFRONT ZER ZER 8" CMU WALL REFER TO STRUCTURAL DWGS ALUMINUM STOREFRONT SYSTEM SEALANT AND BACKER ROD TYP. EACH SIDE AND SHIM REF. TO STOREFRONT ELEVATIONS FOR GLASS TYPE PREFIN. METAL HEAD FLASHING W/ DRIP EDGE Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 4 5 A M A601 DOOR, FRAME, WINDOW, AND STOREFRONT ELEVATIONS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/4" = 1'-0" DOOR ELEVATIONS DOOR AND FRAME SCHEDULE MARK LOCATION POWER REQUIRED DOOR SIZE DOOR FRAME HARDWARE FIRE RATING COMMENTS WIDTH HEIGHT THICKNESS MATERIAL TYPE MATERIAL TYPE JAMB HEAD 101 ELEV. EQUIP. 101 3' - 0" 7' - 0" 1 3/4" HM D1 HM F1 1/A601 2/A601 02 60 MIN. 102 STORAGE 102 3' - 0" 7' - 0" 1 3/4" HM D1 HM F1 1/A601 2/A601 01 103 ELECTRICAL 103 3' - 0" 7' - 0" 1 3/4" HM D1 HM F1 1/A601 2/A601 04 104 ELEVATOR 104 Yes 3' - 6" 7' - 0" 1 3/4" ST MFR. ST MFR. 1/A521 1/A521 MFR. 60 MIN. 105 STAIR 105 3' - 6" 7' - 0" 2" AL D2 AL CWF 7/A601 23/A631 03 106 STAIR 106 3' - 9" 7' - 0" 2" AL D2 AL SFC 4/A601 18/A631 03 202 ELEVATOR 202 Yes 3' - 6" 7' - 0" 1 3/4" ST MFR. ST MFR. 1/A521 1/A521 MFR. 60 MIN. 203 STAIR 203 3' - 0" 7' - 0" 2" AL D2 AL SFJ 5/A601 8/A601 05 204 STORAGE 204 3' - 0" 7' - 0" 1 3/4" HM D1 HM F1 1/A601 2/A601 02 301 STAIR 301 3' - 0" 7' - 2" 2" AL D2 AL F2 5/A601 8/A601 05 1/4" = 1'-0" DOOR FRAME ELEVATIONS 1 1/2" = 1'-0" A601 1 CMU JAMB - J1 1 1/2" = 1'-0" A601 2 CMU HEAD - H1 1 1/2" = 1'-0" A601 3 STOREFRONT DOOR SILL 1 1/2" = 1'-0" A601 4 STOREFRONT DOOR JAMB 1 1 1/2" = 1'-0" A601 7 CURTAIN WALL DOOR JAMB 1 1/2" = 1'-0" A601 5 STOREFRONT DOOR JAMB 2 1 1/2" = 1'-0" A601 6 CURTAIN WALL DOOR SILL 1 1/2" = 1'-0" A601 8 STOREFRONT DOOR HEAD REVISION SCHEDULE NO. DESCRIPTION DATE THIRD LEVEL 121' - 6" 2" 4' - 0 " 2" 2" 3' - 9" 2" 3' - 9" 2" 8' - 0" 3' - 9 " 4' - 4 " SECOND LEVEL 111' - 4" 2" 2' - 9 " 2" 2' - 7 " 2" 2" 3' - 9" 2" 3' - 9" 2" 5' - 1 0 " 3' - 8 " 8' - 0" FIRST LEVEL 100' - 0" 2" 1' - 6 " 2" 3' - 1 1 " 2" 2' - 9 " 2" SC H E D U L E SE E 2" 3' - 9" 2" SCHEDULE SEE 2" 8' - 1 0 " 8' - 0" TEMPERED GLASS SECOND LEVEL 111' - 4" 2" 3' - 9" 2" 3' - 9" 2" 8' - 0" 2" 2' - 9 " 2" 2' - 7 " 2" 3' - 8 " 5' - 1 0 " SPANDREL GLASS FIRST LEVEL 100' - 0" 2" 3' - 1 " 2" 2' - 3 " 2" 2" 3' - 9" 2" 3' - 9" 2" 8' - 0" 5' - 1 0 " 3' - 0 " SPANDREL GLASS FIRST LEVEL 100' - 0" SECOND LEVEL 111' - 4" 2" 2' - 9 " 2" 2' - 7 " 2" 3' - 5 1 / 2 " 2" 2' - 6 1 / 2 " 2" 1' - 6 " 2" SC H E D U L E SE E 3' - 1 1 " 2" 2' - 9 " 2" SCHEDULE SEE 2" 3' - 6" 2" SPANDREL GLASS TEMPERED GLASS TEMPERED GLASS 20 ' - 1 0 " 7' - 6" FIRST LEVEL 100' - 0" 2" 3' - 1 " 2" 2' - 3 " 2" 2" 3' - 9" 2" 3' - 9" 2" 5' - 1 0 " 3' - 0 " 8' - 0" SECOND LEVEL 111' - 4" 2" 3' - 6 " 2" 3' - 0 " 2" 2" 3' - 9" 2" 3' - 9" 2" 7' - 0 " 1' - 4 " 8' - 0" TEMPERED GLASS SECOND LEVEL 111' - 4" SC H E D U L E SE E 2" 4' - 0 " 2" 2' - 8 " 2" 1' - 8 " 2" 9' - 0 " 2" 1' - 6" 2" SCHEDULE SEE 5' - 0" TEMPERED GLASS LOW PRECAST 115' - 0" 2" 1" BLACK INSULATED SPANDREL GLAZING WITH LOW E COATING; SPANDREL FRIT ON FACE 2, LOW E COATING ON FACE 3 FROM EXTERIOR TO INTERIOR 1" CLEAR INSULATED VISION GLAZING WITH LOW E COATING ALL GLAZING TO MATCH EXISTING ADJACENT OFFICE BUILDING. CONTRACTOR SHALL CONFIRM COLORS. 1 3/8" 6 1/8" 1/2" 8" PRECAST REVEAL 1/2" 7" 1/2" 8" 8" PRECAST CONCRETE PANEL 1/2" 7" 1/2" 8" 8" PRECAST CONCRETE PANEL 2" x 4.5" ALUMINUM STOREFRONT SYSTEM CONT. SEALANT AND BACKER ROD, BOTH SIDES REF. STOREFRONT ELEVATIONS FOR GLASS TYPE 2" 4 1/2" 1 3/8" 6 1/8" 1/2" 8" PRECAST REVEAL PREFINISHED METAL FLASHING WITH DRIP EDGE EXTERIOR 2" X 4.5" ALUMINUM STOREFRONT SYSTEM CONT. SEALANT AND BACKER ROD, BOTH SIDES WITH SHIM REF. TO STOREFRONT ELEVATIONS FOR GLASS TYPE 2" 1/2" SOFT EXPANSION JOINT MATERIAL SLAB AND FOUNDATION PER STRUCTURAL DRAWINGS PRECAST PANEL BEYOND 8" 1 3/4" 4 1/2" EXTERIOR 8" PRECAST CONCRETE PANEL CONT. SEALANT AND BACKER ROD BOTH SIDES W/ SHIM 2" x 4.5" ALUMINUM ENTRANCE SYSTEM REF. TO STOREFRONT ELEVATIONS FOR GLASS TYPE 2" 2 3 / 4 " 4 1 / 2 " 3/ 4 " 8" EXTERIOR CONT. SEALANT AND BACKER ROD BOTH SIDES W/ SHIM ALUMINUM STOREFRONT SYSTEM REF. TO STOREFRONT ELEVATIONS FOR GLASS TYPE 2" 4 1/2" 8" PRECAST CONCRETE PANEL PREFINISHED METAL HEAD FLASHING W/ DRIP EDGE EXTERIOR 2" X 6" ALUMINUM CURTAIN WALL SYSTEM CONT. SEALANT AND BACKER ROD, BOTH SIDES W/SHIM 1/2" SOFT EXPANSION JOINT MATERIAL REF. TO CURTAIN WALL ELEVATIONS FOR GLASS TYPE 8" 3/4" SLAB AND FOUNDATION PER STRUCTURAL DRAWINGS 1 3/8" ALIGN EDGE OF CURTAIN WALL COVER WITH EDGE OF SLAB PRECAST PANEL BEYOND 8" PRECAST CONCRETE PANEL CONT. SEALANT AND BACKER ROD, BOTH SIDES W/ SHIM 2" X 6" ALUMINUM CURTAIN WALL SYSTEM REF. TO CURTAIN WALL ELEVATIONS FOR GLASS TYPE 8" 2" 3/ 4 " SECOND LEVEL 111' - 4" E CLIP ANGLE FOR ATTACHMENT PER MFR. AND STRUCTURAL REQUIREMENTS S.S. SHEET METAL ATTACHED TO CURTAIN WALL AND SLAB - CONT. SEALANT AT EDGES 3 1/2" 1" 6" 4" S.S. SHEET METAL ATTACHED TO METAL TRACK AT CURTAIN WALL AND STEEL BEAM - CONT. SEALANT AT EDGES COMPOSITE FLOOR SLAB - REF. STRUCTURAL DWGS. 2" X 6" ALUMINUM CURTAIN WALL SYSTEM MULLION STRUCTURAL STEEL BEAM AND ANGLE, PTD. - REF. STRUCTURAL DWGS. CONT. SEALANT AT EDGES 3/4" 8" 8" PRECAST CONCRETE PANEL CONT. SEALANT AND BACKER ROD, BOTH SIDES W/ SHIM PREFIN. METAL HEAD FLASHING W/ DRIP EDGE 2" X 6" ALUMINUM CURTAIN WALL REF. TO CURTAIN WALL ELEVATIONS FOR GLASS TYPE SUSPENDED MOISTURE RESISTANT ACOUSTICAL TILE CEILING 3/4" 8" CONT. SEALANT AND BACKER ROD BOTH SIDES W/ SHIM 2" X 4.5" ALUMINUM STOREFRONT SYSTEM REF. TO STOREFRONT ELEVATIONS FOR GLASS TYPE 2" 4 1/2" 8" BOND BEAM. REFER TO STRUCTURAL DWGS PREFIN. METAL HEAD FLASHING W/ DRIP EDGE 2" X 4.5" ALUMINUM STOREFRONT SYSTEM CONT. SEALANT AND BACKER ROD, BOTH SIDES WITH SHIM REF. TO STOREFRONT ELEVATIONS FOR GLASS TYPE 2" CMU BEYOND 7 5/8" 3 1/8" 4 1/2" SOLID CMU BLOCK PREFIN. METAL FLASHING W/ DRIP EDGE EXTERIOR CMU CONT. SEALANT AND BACKER ROD BOTH SIDES W/ SHIM 2" X 4.5" ALUMINUM ENTRANCE SYSTEM REF. TO STOREFRONT ELEVATIONS FOR GLASS TYPE 2" 4 1 / 2 " 0" 3 1 / 8 " 7 5 / 8 " EXTERIOR BULLNOSE Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 4 6 A M A631 STOREFRONT, OPENING, AND CURTAIN WALL DETAILS 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1/4" = 1'-0" A631 1 STOREFRONT A 1/4" = 1'-0" A631 2 STOREFRONT B 1/4" = 1'-0" A631 3 STOREFRONT C 1/4" = 1'-0" A631 4 STOREFRONT D 1/4" = 1'-0" A631 5 STOREFRONT E 1/4" = 1'-0" A631 6 CURTAIN WALL F 1/4" = 1'-0" A631 7 STOREFRONT G 1/4" = 1'-0" A631 8 STOREFRONT H 1/4" = 1'-0" A631 9 STOREFRONT J 1 1/2" = 1'-0" A631 10 TYP OPENING SILL AT REVEAL 1 1/2" = 1'-0" A631 11 TYP SILL AT 2ND LEVEL OPENINGS 1 1/2" = 1'-0" A631 12 TYP OPENING HEADER 1 1/2" = 1'-0" A631 13 STOREFRONT SILL 1 GLAZING LEDGEND: 1 1/2" = 1'-0" A631 14 STOREFRONT SILL 2 1 1/2" = 1'-0" A631 16 STOREFRONT JAMB 1 1 1/2" = 1'-0" A631 18 STOREFRONT HEAD 1 1 1/2" = 1'-0" A631 20 CURTAIN WALL SILL 1 1/2" = 1'-0" A631 21 CURTAIN WALL JAMB 1 1/2" = 1'-0" A631 22 CURTAIN WALL DETAIL 2 1 1/2" = 1'-0" A631 23 CURTAIN WALL HEAD 1 1/2" = 1'-0" A631 19 STOREFRONT HEAD 2 1 1/2" = 1'-0" A631 15 STOREFRONT SILL 3 1 1/2" = 1'-0" A631 17 STOREFRONT JAMB 2 1. STOREFRONT BASIS -OF-DESIGN: EFCO 403 SERIES 2. CURTAIN WALL BASIS-OF-DESIGN: EFCO 5600 SERIES 3. ALL STOREFRONTS AND CURTAIN WALLS TO BE MILL FINISHED 4. ALUMINUM DOOR BASIS-OF-DESIGN: EFCO DURASTILE D518 SERIES W/ 1" INSULATED GLAZING AS SHOWN ABOVE NOTES: REVISION SCHEDULE NO. DESCRIPTION DATE STORAGE 102 ELECTRICAL 103 ELEV. EQUIP. 101 E01 E02 E02 E03 P01 P02 P03 P01 P04 P05 V01 V02 V02 V02 V02 V02 V02 E03 E03 V03 V 0 4 V 0 4 P07 P01 P02 P03 P01 P04 P08 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 4 9 A M A701 FIRST AND SECOND LEVEL SIGNAGE PLAN 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 1" = 20'-0" A701 1 FIRST LEVEL SIGNAGE PLAN 1" = 20'-0" A701 2 SECOND LEVEL SIGNAGE PLAN SIGN SCHEDULE SIGN MARK SIGN HEIGHT SIGN WIDTH DESCRIPTION BACKGROUND LETTER HEIGHT LETTER COMMENTS E01 8" 10'-0" 7'-0" CLEARANCE 7'-0" ORANGE 7" WHITE P.V.C. PIPE SIGN E02 8" 10'-0" 8'-2" CLEARANCE 8'-2" ORANGE 7" WHITE P.V.C. PIPE SIGN E03 8" 10'-0" DO NOT ENTER ORANGE 7" WHITE P.V.C. PIPE SIGN P01 1'-6" 1'-6" LEVEL SIGN WHITE - BLACK PLASTIC LAMINATE P02 1'-6" 1'-6" ELEVATOR WHITE - BLACK PLASTIC LAMINATE P03 6.5" 1'-6" IN CASE OF FIRE ... WHITE - RED PLASTIC LAMINATE P04 3" 10" STORAGE WHITE 2" BLACK PLASTIC LAMINATE P05 3" 10" ELECTRICAL WHITE 2" BLACK PLASTIC LAMINATE P06 1'-0" 6'-0" STAIRS WHITE 2" BLACK PLASTIC LAMINATE P07 1'-0" 6'-0" ELEVATOR EQUIPMENT WHITE 2" BLACK PLASTIC LAMINATE P08 1'-6" 1'-6" BICYCLE RACKS THIS AREA WHITE 2" BLACK PLASTIC LAMINATE V01 1'-6" 1'-6" ADA VAN PARKING BLUE - WHITE POST MOUNTED SIGN V02 1'-6" 1'-6" ADA PARKING BLUE - WHITE POST MOUNTED SIGN V03 1'-0" 6'-0" YIELD TO CROSS TRAFFIC BLACK - WHITE PLASTIC LAMINATE V04 1'-0" 6'-0" YIELD TO ENTERING TRAFFIC BLACK - WHITE PLASTIC LAMINATE REVISION SCHEDULE NO. DESCRIPTION DATE OPTIO N 3 OPTIO N 4 STAIR 2 301 P01 P06 SEE SHEET A701 FOR CONTINUATION Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: GARRISON CITY CENTER, LLP 1290 AVENUE OF THE AMERICAS STE 914 NEW YORK, NY 10104 2/ 1 1 / 2 0 1 6 1 0 : 0 6 : 5 0 A M A702 THIRD LEVEL SIGNAGE PLAN 2015.01372 02/10/2016 BID DOCUMENTS Garrison Parking Structure 1320 City Center Dr. Carmel, IN 46032 N 1" = 20'-0" A702 2 THIRD LEVEL SIGNAGE PLAN SIGN SCHEDULE SIGN MARK SIGN HEIGHT SIGN WIDTH DESCRIPTION BACKGROUND LETTER HEIGHT LETTER COMMENTS E01 8" 10'-0" 7'-0" CLEARANCE 7'-0" ORANGE 7" WHITE P.V.C. PIPE SIGN E02 8" 10'-0" 8'-2" CLEARANCE 8'-2" ORANGE 7" WHITE P.V.C. PIPE SIGN E03 8" 10'-0" DO NOT ENTER ORANGE 7" WHITE P.V.C. PIPE SIGN P01 1'-6" 1'-6" LEVEL SIGN WHITE - BLACK PLASTIC LAMINATE P02 1'-6" 1'-6" ELEVATOR WHITE - BLACK PLASTIC LAMINATE P03 6.5" 1'-6" IN CASE OF FIRE ... WHITE - RED PLASTIC LAMINATE P04 3" 10" STORAGE WHITE 2" BLACK PLASTIC LAMINATE P05 3" 10" ELECTRICAL WHITE 2" BLACK PLASTIC LAMINATE P06 1'-0" 6'-0" STAIRS WHITE 2" BLACK PLASTIC LAMINATE P07 1'-0" 6'-0" ELEVATOR EQUIPMENT WHITE 2" BLACK PLASTIC LAMINATE P08 1'-6" 1'-6" BICYCLE RACKS THIS AREA WHITE 2" BLACK PLASTIC LAMINATE V01 1'-6" 1'-6" ADA VAN PARKING BLUE - WHITE POST MOUNTED SIGN V02 1'-6" 1'-6" ADA PARKING BLUE - WHITE POST MOUNTED SIGN V03 1'-0" 6'-0" YIELD TO CROSS TRAFFIC BLACK - WHITE PLASTIC LAMINATE V04 1'-0" 6'-0" YIELD TO ENTERING TRAFFIC BLACK - WHITE PLASTIC LAMINATE REVISION SCHEDULE NO. DESCRIPTION DATE STORAGE101ELEV.104 STAIR 1105 DE G E N E R A L N O T E S P L A N N O T E S - 0 1 / M 1 0 1 S U S P E N D E D C O N D E N S E R E L E V A T I O N C O N D E N S A T E P I P E T E R M I N A T I O N D E T A I L STORAGE204ELEV.202 STAIR 1203 DE22 P L A N N O T E S - 0 4 / M 1 0 1 O f f i c e : 3 1 7 . 8 6 0 . 2 9 9 0 F a x : 3 1 7 . 8 6 0 . 2 9 9 5 6 8 3 1 E a s t 3 2 n d S t . S u i t e 2 0 0 I n d i a n a p o l i s , I N 4 6 2 2 6 w w w . d e e m f i r s t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y I S S U A N C E I N D E X D A T E : P R O J E C T P H A S E : G A R R I S O N C I T Y C E N T E R , L L P 1 2 9 0 A V E N U E O F T H E A M E R I C A S S T E 9 1 4 N E W Y O R K , N Y 1 0 1 0 4 C A D : / 1 6 0 0 4 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E P A R K I N G I S O M E T R I C L E V E L 0 1 1 0 0 ' - 0 " L E V E L 0 2 1 1 1 ' - 4 " L E V E L 0 3 1 2 1 ' - 6 " L O W E R L E V E L 9 7 ' - 0 " M 1 0 1 M E C H A N I C A L L E V E L 0 1 H V A C P L A N MECHANICAL LEVEL 01 H V A C P L A N MECHANICAL LEVEL 02 H V A C P L A N NOT ALL NOTES, DES I G N A T O R S , S Y M B O L S O R A B B R E V I A T I O N S M A Y A P P L Y T O T H I S P R O J E C T S T E A M T R A P D E S I G N A T I O N PLU M B I N G & P I P I N G S Y M B O L S A N D A B B R E V I A T I O N S G E N E R A L N O T E S N O T E S Y M B O L S D O M E S T I C W A T E R S E R V I C E S : S A N I T A R Y , S T O R M & V E N T S E R V I C E S : M E D I C A L G A S S E R V I C E S : M E C H A N I C A L P I P E S E R V I C E S : P I P E I N F O R M A T I O N ( G R A P H I C S ) A B B R E V I A T I O N S S H E E T T I T L E S H E E T T I T L E O f f i c e : 3 1 7 . 8 6 0 . 2 9 9 0 F a x : 3 1 7 . 8 6 0 . 2 9 9 5 6 8 3 1 E a s t 3 2 n d S t . S u i t e 2 0 0 I n d i a n a p o l i s , I N 4 6 2 2 6 w w w . d e e m f i r s t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y I S S U A N C E I N D E X D A T E : P R O J E C T P H A S E : G A R R I S O N C I T Y C E N T E R , L L P 1 2 9 0 A V E N U E O F T H E A M E R I C A S S T E 9 1 4 N E W Y O R K , N Y 1 0 1 0 4 C A D : / 1 6 0 0 4 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E P 0 0 1 P L U M B I N G S Y M B O L S & A B B R E V I A T I O N S 13456 7 8 9 1 0 1 1 1 3 1 4 1 6 A C F B D 1 5 E2 S T O R A G E 1 0 2 E L E C T R I C A L 1 0 3 STORAGE101ELEV.104 STAIR 1105 S T A I R 2 1 0 6 G E N E R A L N O T E S 1 0 1 1 A C P L A N N O T E S O f f i c e : 3 1 7 . 8 6 0 . 2 9 9 0 F a x : 3 1 7 . 8 6 0 . 2 9 9 5 6 8 3 1 E a s t 3 2 n d S t . S u i t e 2 0 0 I n d i a n a p o l i s , I N 4 6 2 2 6 w w w . d e e m f i r s t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y I S S U A N C E I N D E X D A T E : P R O J E C T P H A S E : G A R R I S O N C I T Y C E N T E R , L L P 1 2 9 0 A V E N U E O F T H E A M E R I C A S S T E 9 1 4 N E W Y O R K , N Y 1 0 1 0 4 C A D : / 1 6 0 0 4 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E P A R K I N G I S O M E T R I C L E V E L 0 1 1 0 0 ' - 0 " L E V E L 0 2 1 1 1 ' - 4 " L E V E L 0 3 1 2 1 ' - 6 " L O W E R L E V E L 9 7 ' - 0 " P 1 0 1 P L U M B I N G L O W E R L E V E L & L E V E L 0 1 S T O R M P I P I N G P L A N P L U M B I N G L E V E L 0 1 S T O R M P I P I N G P L A N P L U M B I N G L O W E R L E V E L S T O R M P I P I N G P L A N 13456 7 8 9 1 0 1 1 1 3 1 4 1 6 A C F B D 1 5 E2 S T A I R 2 2 0 1 ELEV.202STAIR 1203 STOR.204 G E N E R A L N O T E S P L A N N O T E S O f f i c e : 3 1 7 . 8 6 0 . 2 9 9 0 F a x : 3 1 7 . 8 6 0 . 2 9 9 5 6 8 3 1 E a s t 3 2 n d S t . S u i t e 2 0 0 I n d i a n a p o l i s , I N 4 6 2 2 6 w w w . d e e m f i r s t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y I S S U A N C E I N D E X D A T E : P R O J E C T P H A S E : G A R R I S O N C I T Y C E N T E R , L L P 1 2 9 0 A V E N U E O F T H E A M E R I C A S S T E 9 1 4 N E W Y O R K , N Y 1 0 1 0 4 C A D : / 1 6 0 0 4 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E P A R K I N G I S O M E T R I C L E V E L 0 1 1 0 0 ' - 0 " L E V E L 0 2 1 1 1 ' - 4 " L E V E L 0 3 1 2 1 ' - 6 " L O W E R L E V E L 9 7 ' - 0 " P 1 0 2 P L U M B I N G L E V E L 0 2 S T O R M P I P I N G P L A N P L U M B I N G L E V E L 0 2 S T O R M P I P I N G P L A N 13456 7 8 9 1 0 1 1 1 3 1 4 1 6 A C F B D 1 5 E2 S T A I R 2 3 0 1 ELEV.302 G E N E R A L N O T E S P L A N N O T E S O f f i c e : 3 1 7 . 8 6 0 . 2 9 9 0 F a x : 3 1 7 . 8 6 0 . 2 9 9 5 6 8 3 1 E a s t 3 2 n d S t . S u i t e 2 0 0 I n d i a n a p o l i s , I N 4 6 2 2 6 w w w . d e e m f i r s t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y I S S U A N C E I N D E X D A T E : P R O J E C T P H A S E : G A R R I S O N C I T Y C E N T E R , L L P 1 2 9 0 A V E N U E O F T H E A M E R I C A S S T E 9 1 4 N E W Y O R K , N Y 1 0 1 0 4 C A D : / 1 6 0 0 4 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E P A R K I N G I S O M E T R I C L E V E L 0 1 1 0 0 ' - 0 " L E V E L 0 2 1 1 1 ' - 4 " L E V E L 0 3 1 2 1 ' - 6 " L O W E R L E V E L 9 7 ' - 0 " P 1 0 3 P L U M B I N G L E V E L 0 3 S T O R M P I P I N G P L A N P L U M B I N G L E V E L 0 3 S T O R M P I P I N G P L A N S T R O M D R A I N A G E I S O M E T R I C ( R E F E R T O S H E E T P 1 0 1 , P 1 0 2 & P 1 0 3 F O R A D D I T I O N A L P I P E S I Z I N G A N D F I X T U R E I D E N T I F I C A T I O N ) G E N E R A L N O T E : O f f i c e : 3 1 7 . 8 6 0 . 2 9 9 0 F a x : 3 1 7 . 8 6 0 . 2 9 9 5 6 8 3 1 E a s t 3 2 n d S t . S u i t e 2 0 0 I n d i a n a p o l i s , I N 4 6 2 2 6 w w w . d e e m f i r s t . c o m P r o j e c t N u m b e r C E R T I F I E D B Y I S S U A N C E I N D E X D A T E : P R O J E C T P H A S E : G A R R I S O N C I T Y C E N T E R , L L P 1 2 9 0 A V E N U E O F T H E A M E R I C A S S T E 9 1 4 N E W Y O R K , N Y 1 0 1 0 4 C A D : / 1 6 0 0 4 0 2 / 1 0 / 2 0 1 6 B I D D O C U M E N T S G a r r i s o n P a r k i n g S t r u c t u r e 1 3 2 0 C i t y C e n t e r D r . C a r m e l , I N . 4 6 0 3 2 R E V I S I O N S C H E D U L E N O . D E S C R I P T I O N D A T E P 6 0 0 P L U M B I N G S T O R M D R A I N A G E I S O M E T R I C FD-1 FD-1 F D - 1 F D - 1 F D - 1 F D - 1 F D - 1