HomeMy WebLinkAboutasi-25-BP#4_with attachmentsARCHITECT'S SUPPLEMENTAL INSTRUCTIONS
PROJECT: Franciscan Orthopedic Center of Excellence ARCHITECT'S SUPPLEMENTAL
BP #4 INSTRUCTION NO.: ASI-25
OWNER: Tonn & Blank Construction, LLC DATE OF ISSUANCE: May 1, 2020
TO: Tonn & Blank Construction, LLC.ARCHITECT:MSKTD & Associates, Inc.
5721 Progress Road 930 North Meridian Street
Indianapolis, IN 46241 Indianapolis, IN 46204
ARCHITECT'S PROJECT NO.: 7382
The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate
your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to
the Architect.
Description:
ASI-25.1 See attached,revised drawings S-102, S-103, and S-104 for the following clarifications/revisions:
1.In response to RFI 146, garage floor elevations have been adjusted as indicated.
ASI-25.2 See attached,revised drawing S-411 for the following clarifications/revisions:
1.In response to RFI 146, the wash dimensions have been adjusted as indicated.
Attachments:
Sheets: S-102, S-103, S-104, S-411
cc:Joel Booker (joel.booker@tonnandblank.com)
Wes Robledo (Wesley.robledo@tonnandblank.com)
JD Taylor (jdtaylor@cesolutionsinc.com)
Doug Gannon (Doug.Gannon@wginc.com)
Daryl Humble (daryl.r.humble@imegcorp.com)
Susan Smith (Susan.K.Smith@imegcorp.com)
Sherri Wilson (swilson@cripe.biz)
Jaclyn Hensel (jhensel@cripe.biz)
Jennifer Lasch (jlasch@cripe.biz)
Karisa Laughlin (karisa@fourpointdp.com)
Alyssa Prazeau (aprazeau@context-design.com)
DNS/RJH/DGG/JPC/AKL/File
ISSUED: MSKTD & Associates, Inc.ACCEPTED:
BY:Bob Harmeyer BY:
Architect/Engineer Contractor Date
P1PDPCPBPAPA.3PA.2P2P3P4P5P6P7P8P7.8P1.2P4.4PE1'-0"11'-3"34'-0"48'-0"36'-0"14'-11"12'-6"8'-7"6'-0"30'-0"48'-0"1'-0"34'-0"11'-3"1'-0"36'-0"36'-0"45'-3"46'-3"57'-9 1/2"UPDN1S-3011S-3012S-3012S-301FDFDFDFDP4.81S-50216'-4"21'-7 1/2"111'-5"111'-5"111'-5"111'-5"111'-5"111'-5"111'-5"111'-5"111'-5"111'-5"111'-2 1/8"111'-2 7/8"111'-5"111'-3"111'-3 1/2"111'-0"110'-2"111'-0"111'-0"110'-2"110'-4"111'-0"112'-10"114'-10"116'-10"107'-6"111'-0"110'-2"111'-0"110'-2"111'-0"107'-6"S-4013S-41134'-0"3'-6"4'-0"4'-0"4'-0"6'-0"6'-0"6'-0"6'-0"6'-0"TO WASH 110'-4"2S-5212S-5212S-5212S-5211S-521TYPS-53512S-535OH, TYP1S-521TYP1S-521TYP14S-531TYP @ TEE JT3S-5213S-5214S-5215S-5214S-5215S-5212S-5212S-5213S-5213S-521S-53512S-535TYPP5.2P7.1FDFDFDFDFDFD110'-4"111'-0"110'-4"112'-10"114'-10"116'-10"110'-4"111'-5"111'-5"111'-5"111'-5"111'-5"297'-6"111'-5"TO WASH 110'-8"TO WASH 110'-8"20'-0"20'-0"1S-531TYP @ TEE 14S-531TYP @ TEE JT1S-531TYP @ TEE 14S-531TYP @ TEE JT1S-531TYP @ TEE TYP @ WALL TYP @ OPG SPSPSPSPSPSPSPSPSPSPFDFD12'-4"8'-4"10'-4"10'-4"8'-4"12'-4"18'-6"16'-6"TYP @ WALL TYP @ OPG 6'-0"6'-0"8S-521180'-9"20'-0"1'-2 1/2"57'-9 1/2"62'-0"37'-0"6'-4"14'-5 1/2"1'-11 1/2"(3) #6 CHORD STEEL TYP, EXTEND MIN 4'-0" FROM FACE OF WALL AT INTERIOR CORNERS TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP3" CIP CONCRETE TOPPINGREINFORCE WITH 6X6 W4X4 WWR3" CIP CONCRETE TOPPINGREINFORCE WITH 6X6 W4X4 WWR3" CIP CONCRETE TOPPINGREINFORCE WITH 6X6 W4X4 WWRS-4213S-4214S-53515S-53514S-535137'-6"(3) #6 CHORD STEELSPSP(3) #6 CHORD STEEL TYPFDSPSHEET NOTES:NOSYMBNOTE1COORDINATE ALL DIMENSIONS, DETAILS, FINISHES, TIE HOLE LOCATIONS, AND BLOCKOUTS/SLEEVES WITH ALL OF THE PROJECT CONSULTANT DRAWINGS.2INDICATES PLAN MATCH LINE. 3FOR GENERAL NOTES, REFER TO SHEETS S-001 AND S-002.4FOR EXPLANATION OF NOTATIONS AND ABBREVIATIONS, REFER TO SHEET S-002.5 100'-0" = ELEVATION RELATIVE TO DATUM6FLOOR ELEVATIONS AS INDICATED DESIGNATE TOP OF CONCRETE SLAB AT COLUMN CENTER LINES. ELEVATIONS DO NOT INCLUDE CONCRETE WASHES, BEAMS, CURBS, ETC. FOR PLAN ELEVATION, REFER TO 1, 2, & 3/S-5517 FOR FLOOR ELEVATIONS BETWEEN POINTS INDICATED, USE STRAIGHT LINE INTERPOLATION.8 FOR COLUMN DETAILS, REFER TO SHEET S-511. ALL COLUMNS ARE CENTERED ON GRID LINES UNLESS NOTED.9 SLAB-ON-GRADE SHALL BE A MINIMUM OF 5" THICK CONCRETE OVER 6" (MIN) COMPACTED GRANULAR SUB-BASE.10 REFER TO SHEET S-501 FOR SLAB-ON-GRADE DETAILS.11 INDICATES FLOOR DRAIN, REFER TO DETAILS 6/S-501 & 12/S-551. FOR ADDITIONAL INFORMATION REFER TO MECHANICAL DRAWINGS. SLOPE SLAB TO DRAIN.12 REFER TO MECHANICAL DRAWINGS FOR DRAIN AND PIPE SIZES. NO PIPING SHALL BE INSTALLED WITH LESS THAN 8'-4" CLEARANCE UNLESS IT IS IMMEDIATELY ADJACENT TO A WALL OR COLUMN WHERE IT CANNOT BE HIT BY A VEHICLE.13 CONTRACTORS SHALL INCLUDE IN THEIR BIDS ALL NECESSARY ALLOWANCES FOR HOT AND COLD-WEATHER CONCRETING (INCLUDING BUT NOT LIMITED TO NIGHT POURS, EVAPORATION REDUCTION, HEATING, BLANKETING, CONCRETE ADMIXTURES ETC) TO COMPLETE THE PROJECT AS SCHEDULED. REFER TO SPECIFICATION SECTION 033020.14 PROVIDE 1" GAP BETWEEN ALL WALLS AND COLUMNS, REFER TO DETAIL 18/S-501 UNLESS NOTED OTHERWISE.15 FOR SEALANT, DECK COATING, AND EXPANSION JOINT DETAILS, REFER TO DRAWING S-541.16INDICATES HEAVY DUTY TRAFFIC BEARING MEMBRANE (DECK COATING) OVER OCCUPIED SPACE (ELECTRICAL, MECHANICAL, DATA STORAGE ROOMS) AS SHOWN ON THE DRAWINGS. COLOR OF DECK COATING SHALL BE GRAY, WITH OWNER SELECTING THE SHADE OF GRAY. REFER TO DETAILS 12-16/S-541 FOR ADDITIONAL INFORMATION.17 INDICATES STAND PIPE. ALL VERTICAL RISERS FOR PLUMBING, ELECTRICAL AND MECHANCIAL SYSTEMS SHALL BE PROTECTED BY STEEL PIPE GUARDS, REFER TO DETAILS 5 & 6/S-551. REFER TO MECH. DRAWINGS FOR PIPE LOCATIONS.18 REFER TO AP DRAWINGS FOR BOLLARD LAYOUT. SEE SHEET S-551 FOR BOLLARD ATTACHMENT DETAILS.19 FOR PCC TEE & BEAM NOTES & DETAILS, REFER TO SHEET S-531. FOR PCC CONNECTION DETAILS, REFER TO SHEET S-532.20 FOR PCC SHEAR WALL, LIGHT WALL, AND DOUBLE TEE LOADS AND VOLUME CHANGE DIAGRAMS, REFER TO SHEET S-621.21 ALL CONTROL AND CONSTRUCTION JOINTS IN CONCRETE TOPPING SHALL BE HAND TOOLED, REFER TO 3 & 4/S-541. TOPPING CONTROL JOINTS SHALL BE INSTALLED OVER ALL PCC JOINTS.22 ALL CRACKS THAT APPEAR IN SOG AND SUPPORTED SLAB SHALL BE ROUTED & SEALED, REFER TO DETAILS 1 & 2/S-541.23 FOR LIGHT POLE LOCATIONS AND LIGHT POLE BASE DETAILS REFER TO ELECTRICAL AND DETAILS 1/S-511 AND 6 & 7/S-535.24 PCC MFR SHALL SUPPLY ALL DIAPHRAGM REINFORCEMENT IN AREAS NOT RECEIVING CAST-IN-PLACE CONCRETE TOPPING. PCC MFR SHALL PROVIDE ADEQUATE LAP OR MECHANICAL SPLICES FOR CHORD REINFORCEMENT IN AREAS ADJACENT TO CAST-IN-PLACE CONCRETE TOPPING.True NorthMOBHOSPITALBSKYBRIDGEPARKINGGARAGEACArchitecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERSET DESCRIPTIONBP #4 - Garage / BridgeStructural PackagePROJECT NO.DATEMSKTD& AssociatesKEY PLAN5/1/2020 9:04:40 AMLEVEL 2 PLAN -STRUCTURALS-102Carmel, IndianaFranciscan OrthopedicCenter of Excellence738210/11/2019NEW PARKING STRUCTURENORTH1/16" = 1'-0"1LEVEL 2 PLAN - STRUCTURALEL 100'-3"LEVEL 1EL 111'-7"LEVEL 2EL 122'-11"LEVEL 3EL 134'-3"LEVEL 4ISOMETRIC VIEWREV. DATE1 BP4 ASI #25 05/01/202011111
P1PDPCPBPAPA.3PA.2P2P3P4P5P6P7P8P7.8P1.2P4.4PE11'-3"34'-0"48'-0"36'-0"14'-11"12'-6"8'-7"6'-0"30'-0"48'-0"1'-0"34'-0"11'-3"1'-0"36'-0"36'-0"45'-3"46'-3"20'-0"1'-2 1/2"57'-9 1/2"62'-0"37'-0"6'-4"14'-5 1/2"1'-11 1/2"57'-9 1/2"UPDN1S-3011S-3012S-3012S-301FDFDFDFDP4.8122'-9"122'-9"122'-9"122'-9"122'-9"122'-9"122'-9"122'-9"122'-9"122'-9"122'-6 1/8"122'-6 7/8"122'-9"122'-7"122'-7 1/2"122'-4"121'-6"122'-4"122'-4"121'-6"121'-8"122'-4"124'-2"126'-2"128'-2"118'-10"122'-4"121'-6"122'-4"121'-6"122'-4"121'-8"122'-4"124'-2"126'-2"128'-2"118'-10"S-4014S-4114TO WASH 121'-8"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"6'-0"3'-6"6'-0"6'-0"6'-0"6'-0"6'-0"2S-5212S-5212S-5212S-5211S-521TYP1S-521TYP1S-521TYP3S-5214S-5215S-5214S-5215S-5212S-5212S-5213S-5213S-521S-53512S-535OH, TYPS-53512S-535TYP3S-521P5.2P7.1FDFDFDFDFDFD121'-8"121'-8"122'-9"122'-9"122'-9"122'-9"122'-9"180'-9"122'-9"TO WASH 122'-0"TO WASH 122'-0"20'-0"20'-0"14S-531TYP @ TEE JT1S-531TYP @ TEE 14S-531TYP @ TEE JT1S-531TYP @ TEE 14S-531TYP @ TEE JT1S-531TYP @ TEE TYP @ WALL TYP @ OPG SPSPSPSPSPSPSPSPSPSPFDFD1/8"18'-6"16'-6"12'-4"8'-4"10'-4"10'-4"8'-4"12'-4"TYP @ WALL TYP @ OPG 6'-0"6'-0"8S-521(3) #6 CHORD STEEL TYP, EXTEND MIN 4'-0" FROM FACE OF WALL AT INTERIOR CORNERS TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP3" CIP CONCRETE TOPPINGREINFORCE WITH 6X6 W4X4 WWR3" CIP CONCRETE TOPPINGREINFORCE WITH 6X6 W4X4 WWR3" CIP CONCRETE TOPPINGREINFORCE WITH 6X6 W4X4 WWRS-53515S-53514S-53513SPSP(3) #6 CHORD STEEL TYP297'-6"FDSPSHEET NOTES:NOSYMBNOTE1 COORDINATE ALL DIMENSIONS, DETAILS, FINISHES, TIE HOLE LOCATIONS, AND BLOCKOUTS/SLEEVES WITH ALL OF THE PROJECT CONSULTANT DRAWINGS.2 INDICATES PLAN MATCH LINE. 3 FOR GENERAL NOTES, REFER TO SHEETS S-001 AND S-002.4 FOR EXPLANATION OF NOTATIONS AND ABBREVIATIONS, REFER TO SHEET S-002.5 100'-0" = ELEVATION RELATIVE TO DATUM6 FLOOR ELEVATIONS AS INDICATED DESIGNATE TOP OF CONCRETE SLAB AT COLUMN CENTER LINES. ELEVATIONS DO NOT INCLUDE CONCRETE WASHES, BEAMS, CURBS, ETC. FOR PLAN ELEVATION, REFER TO 1, 2, & 3/S-5517 FOR FLOOR ELEVATIONS BETWEEN POINTS INDICATED, USE STRAIGHT LINE INTERPOLATION.8 FOR COLUMN DETAILS, REFER TO SHEET S-511. ALL COLUMNS ARE CENTERED ON GRID LINES UNLESS NOTED.9 SLAB-ON-GRADE SHALL BE A MINIMUM OF 5" THICK CONCRETE OVER 6" (MIN) COMPACTED GRANULAR SUB-BASE.10 REFER TO SHEET S-501 FOR SLAB-ON-GRADE DETAILS.11 INDICATES FLOOR DRAIN, REFER TO DETAILS 6/S-501 & 12/S-551. FOR ADDITIONAL INFORMATION REFER TO MECHANICAL DRAWINGS. SLOPE SLAB TO DRAIN.12 REFER TO MECHANICAL DRAWINGS FOR DRAIN AND PIPE SIZES. NO PIPING SHALL BE INSTALLED WITH LESS THAN 8'-4" CLEARANCE UNLESS IT IS IMMEDIATELY ADJACENT TO A WALL OR COLUMN WHERE IT CANNOT BE HIT BY A VEHICLE.13 CONTRACTORS SHALL INCLUDE IN THEIR BIDS ALL NECESSARY ALLOWANCES FOR HOT AND COLD-WEATHER CONCRETING (INCLUDING BUT NOT LIMITED TO NIGHT POURS, EVAPORATION REDUCTION, HEATING, BLANKETING, CONCRETE ADMIXTURES ETC) TO COMPLETE THE PROJECT AS SCHEDULED. REFER TO SPECIFICATION SECTION 033020.14 PROVIDE 1" GAP BETWEEN ALL WALLS AND COLUMNS, REFER TO DETAIL 18/S-501 UNLESS NOTED OTHERWISE.15 FOR SEALANT, DECK COATING, AND EXPANSION JOINT DETAILS, REFER TO DRAWING S-541.16 INDICATES HEAVY DUTY TRAFFIC BEARING MEMBRANE (DECK COATING) OVER OCCUPIED SPACE (ELECTRICAL, MECHANICAL, DATA STORAGE ROOMS) AS SHOWN ON THE DRAWINGS. COLOR OF DECK COATING SHALL BE GRAY, WITH OWNER SELECTING THE SHADE OF GRAY. REFER TO DETAILS 12-16/S-541 FOR ADDITIONAL INFORMATION.17 INDICATES STAND PIPE. ALL VERTICAL RISERS FOR PLUMBING, ELECTRICAL AND MECHANCIAL SYSTEMS SHALL BE PROTECTED BY STEEL PIPE GUARDS, REFER TO DETAILS 5 & 6/S-551. REFER TO MECH. DRAWINGS FOR PIPE LOCATIONS.18 REFER TO AP DRAWINGS FOR BOLLARD LAYOUT. SEE SHEET S-551 FOR BOLLARD ATTACHMENT DETAILS.19 FOR PCC TEE & BEAM NOTES & DETAILS, REFER TO SHEET S-531. FOR PCC CONNECTION DETAILS, REFER TO SHEET S-532.20 FOR PCC SHEAR WALL, LIGHT WALL, AND DOUBLE TEE LOADS AND VOLUME CHANGE DIAGRAMS, REFER TO SHEET S-621.21 ALL CONTROL AND CONSTRUCTION JOINTS IN CONCRETE TOPPING SHALL BE HAND TOOLED, REFER TO 3 & 4/S-541. TOPPING CONTROL JOINTS SHALL BE INSTALLED OVER ALL PCC JOINTS.22 ALL CRACKS THAT APPEAR IN SOG AND SUPPORTED SLAB SHALL BE ROUTED & SEALED, REFER TO DETAILS 1 & 2/S-541.23 FOR LIGHT POLE LOCATIONS AND LIGHT POLE BASE DETAILS REFER TO ELECTRICAL AND DETAILS 1/S-511 AND 6 & 7/S-535.24 PCC MFR SHALL SUPPLY ALL DIAPHRAGM REINFORCEMENT IN AREAS NOT RECEIVING CAST-IN-PLACE CONCRETE TOPPING. PCC MFR SHALL PROVIDE ADEQUATE LAP OR MECHANICAL SPLICES FOR CHORD REINFORCEMENT IN AREAS ADJACENT TO CAST-IN-PLACE CONCRETE TOPPING.True NorthMOBHOSPITALBSKYBRIDGEPARKINGGARAGEACArchitecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERSET DESCRIPTIONBP #4 - Garage / BridgeStructural PackagePROJECT NO. DATEMSKTD& AssociatesKEY PLAN5/1/2020 9:04:42 AMLEVEL 3 PLAN -STRUCTURALS-103Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURENORTH1/16" = 1'-0"1LEVEL 3 PLAN - STRUCTURALEL 100'-3"LEVEL 1EL 111'-7"LEVEL 2EL 122'-11"LEVEL 3EL 134'-3"LEVEL 4ISOMETRIC VIEWREV. DATE1 BP4 ASI #25 05/01/202011111
P1PDPCPBPAPA.3PA.2P2P3P4P5P6P7P8P7.8P1.2P4.4PE11'-3"34'-0"48'-0"36'-0"14'-11"12'-6"8'-7"6'-0"30'-0"48'-0"1'-0"34'-0"11'-3"1'-0"36'-0"36'-0"45'-3"46'-3"20'-0"1'-2 1/2"57'-9 1/2"62'-0"37'-0"6'-4"14'-5 1/2"1'-11 1/2"57'-9 1/2"UPDN1S-3011S-3012S-3012S-301P4.8134'-1"134'-1"134'-1"134'-1"134'-1"134'-1"134'-1"134'-1"134'-1"134'-1"134'-1"134'-1"134'-1"134'-1"134'-1"133'-10 1/8"133'-10 7/8"134'-1"133'-11"133'-11 1/2"133'-8"132'-10"133'-8"133'-8"133'-0"132'-10"133'-0"133'-8"134'-10"130'-2"133'-8"132'-10"133'-8"132'-10"133'-8"133'-0"133'-0"133'-8"134'-10"130'-2"S-4021S-41152S-4026S-411FDFDFDFDFDFDFDFDFDFDTO WASH 133'-0"4'-0"4'-0"4'-0"4'-0"3'-6"6'-0"6'-0"6'-0"6'-0"6'-0"2S-5212S-5212S-5212S-5211S-521TYP1S-521TYP1S-521TYP14S-531TYP @ TEE JT3S-5214S-5215S-5214S-5215S-5212S-5212S-5213S-5213S-521S-53512S-535OH, TYPS-53512S-535TYP3S-521P5.2P7.1TO WASH 133'-4"TO WASH 133'-4"134'-1"20'-0"20'-0"SKYBRIDGE14S-531TYP @ TEE JT1S-531TYP @ TEE 14S-531TYP @ TEE JT1S-531TYP @ TEE TYP @ WALL TYP @ OPG FDFD12'-4"8'-4"10'-4"10'-4"8'-4"12'-4"6'-0"6'-0"8S-52118'-6"16'-6"TYP @ OPGTYP @ WALL180'-9"(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP(3) #6 CHORD STEEL TYP3" CIP CONCRETE TOPPINGREINFORCE WITH 6X6 W4X4 WWR3" CIP CONCRETE TOPPINGREINFORCE WITH 6X6 W4X4 WWR3" CIP CONCRETE TOPPINGREINFORCE WITH 6X6 W4X4 WWRS-53515S-53514S-535132S-521SIMSPSP297'-6"(3) #6 CHORD STEEL TYP, EXTEND MIN 4'-0" FROM FACE OF WALL AT INTERIOR CORNERS TYP(3) #6 CHORD STEEL TYPREFER TO 4-5/S-201 FOR SNOW GATE FRAMEFDSPSHEET NOTES:NOSYMBNOTE1 COORDINATE ALL DIMENSIONS, DETAILS, FINISHES, TIE HOLE LOCATIONS, AND BLOCKOUTS/SLEEVES WITH ALL OF THE PROJECT CONSULTANT DRAWINGS.2 INDICATES PLAN MATCH LINE. 3 FOR GENERAL NOTES, REFER TO SHEETS S-001 AND S-002.4 FOR EXPLANATION OF NOTATIONS AND ABBREVIATIONS, REFER TO SHEET S-002.5 100'-0" = ELEVATION RELATIVE TO DATUM6 FLOOR ELEVATIONS AS INDICATED DESIGNATE TOP OF CONCRETE SLAB AT COLUMN CENTER LINES. ELEVATIONS DO NOT INCLUDE CONCRETE WASHES, BEAMS, CURBS, ETC. FOR PLAN ELEVATION, REFER TO 1, 2, & 3/S-5517 FOR FLOOR ELEVATIONS BETWEEN POINTS INDICATED, USE STRAIGHT LINE INTERPOLATION.8 FOR COLUMN DETAILS, REFER TO SHEET S-511. ALL COLUMNS ARE CENTERED ON GRID LINES UNLESS NOTED.9 SLAB-ON-GRADE SHALL BE A MINIMUM OF 5" THICK CONCRETE OVER 6" (MIN) COMPACTED GRANULAR SUB-BASE.10 REFER TO SHEET S-501 FOR SLAB-ON-GRADE DETAILS.11 INDICATES FLOOR DRAIN, REFER TO DETAILS 6/S-501 & 12/S-551. FOR ADDITIONAL INFORMATION REFER TO MECHANICAL DRAWINGS. SLOPE SLAB TO DRAIN.12 REFER TO MECHANICAL DRAWINGS FOR DRAIN AND PIPE SIZES. NO PIPING SHALL BE INSTALLED WITH LESS THAN 8'-4" CLEARANCE UNLESS IT IS IMMEDIATELY ADJACENT TO A WALL OR COLUMN WHERE IT CANNOT BE HIT BY A VEHICLE.13 CONTRACTORS SHALL INCLUDE IN THEIR BIDS ALL NECESSARY ALLOWANCES FOR HOT AND COLD-WEATHER CONCRETING (INCLUDING BUT NOT LIMITED TO NIGHT POURS, EVAPORATION REDUCTION, HEATING, BLANKETING, CONCRETE ADMIXTURES ETC) TO COMPLETE THE PROJECT AS SCHEDULED. REFER TO SPECIFICATION SECTION 033020.14 PROVIDE 1" GAP BETWEEN ALL WALLS AND COLUMNS, REFER TO DETAIL 18/S-501 UNLESS NOTED OTHERWISE.15 FOR SEALANT, DECK COATING, AND EXPANSION JOINT DETAILS, REFER TO DRAWING S-541.16 INDICATES HEAVY DUTY TRAFFIC BEARING MEMBRANE (DECK COATING) OVER OCCUPIED SPACE (ELECTRICAL, MECHANICAL, DATA STORAGE ROOMS) AS SHOWN ON THE DRAWINGS. COLOR OF DECK COATING SHALL BE GRAY, WITH OWNER SELECTING THE SHADE OF GRAY. REFER TO DETAILS 12-16/S-541 FOR ADDITIONAL INFORMATION.17 INDICATES STAND PIPE. ALL VERTICAL RISERS FOR PLUMBING, ELECTRICAL AND MECHANCIAL SYSTEMS SHALL BE PROTECTED BY STEEL PIPE GUARDS, REFER TO DETAILS 5 & 6/S-551. REFER TO MECH. DRAWINGS FOR PIPE LOCATIONS.18 REFER TO AP DRAWINGS FOR BOLLARD LAYOUT. SEE SHEET S-551 FOR BOLLARD ATTACHMENT DETAILS.19 FOR PCC TEE & BEAM NOTES & DETAILS, REFER TO SHEET S-531. FOR PCC CONNECTION DETAILS, REFER TO SHEET S-532.20 FOR PCC SHEAR WALL, LIGHT WALL, AND DOUBLE TEE LOADS AND VOLUME CHANGE DIAGRAMS, REFER TO SHEET S-621.21 ALL CONTROL AND CONSTRUCTION JOINTS IN CONCRETE TOPPING SHALL BE HAND TOOLED, REFER TO 3 & 4/S-541. TOPPING CONTROL JOINTS SHALL BE INSTALLED OVER ALL PCC JOINTS.22 ALL CRACKS THAT APPEAR IN SOG AND SUPPORTED SLAB SHALL BE ROUTED & SEALED, REFER TO DETAILS 1 & 2/S-541.23 FOR LIGHT POLE LOCATIONS AND LIGHT POLE BASE DETAILS REFER TO ELECTRICAL AND DETAILS 1/S-511 AND 6 & 7/S-535.24 PCC MFR SHALL SUPPLY ALL DIAPHRAGM REINFORCEMENT IN AREAS NOT RECEIVING CAST-IN-PLACE CONCRETE TOPPING. PCC MFR SHALL PROVIDE ADEQUATE LAP OR MECHANICAL SPLICES FOR CHORD REINFORCEMENT IN AREAS ADJACENT TO CAST-IN-PLACE CONCRETE TOPPING.True NorthMOBHOSPITALBSKYBRIDGEPARKINGGARAGEACArchitecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERSET DESCRIPTIONBP #4 - Garage / BridgeStructural PackagePROJECT NO. DATEMSKTD& AssociatesKEY PLAN5/1/2020 9:04:44 AMLEVEL 4 PLAN -STRUCTURALS-104Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURENORTH1/16" = 1'-0"1LEVEL 4 PLAN - STRUCTURALEL 100'-3"LEVEL 1EL 111'-7"LEVEL 2EL 122'-11"LEVEL 3EL 134'-3"LEVEL 4ISOMETRIC VIEWREV. DATE1 BP4 ADDENDUM 1 10/21/20192 BP4 ASI #25 05/01/202022222
PAPA.3PA.2P8P7.84'-6"11'-3"7"2'-7 1/2"14'-5 1/2"6'-4"98'-3"F810S-50211S-50210S-5021'-0"TOF 98'-3", TYP11S-50210A11AFDN DRAIN, REFER TO CIVILPAPA.3PA.2P8P7.82'-7 1/2"14'-5 1/2"6'-4"100'-1"4'-6"11'-3"7"RO4'-0"1'-0"BOT OPG 106'-3"TO OPG 113'-7"105'-9"6'-9 1/2"RO6'-11"2'-0"RO3'-6"1'-7"5"BOT OPG 104'-0"TO OPG 108'-6"3'-0"4'-0"3'-0"5'-9"11"8'-3"5'-10"11S-50211A8" WIDE LEDGE, TYPPCC MFR SHALL COORD EMBEDS OR POST-INSTALLED CONNS FOR STAIR RAILING W/ RAILING SUPPLIER, RAILING NOT IN BP #417S-501SP13S-55113S-55110S-50211S-50210S-50210A1'-1"4'-9"9"4'-8"1"PAPA.3PA.2P8P7.8111'-5"117'-1"2'-7 1/2"14'-5 1/2"6'-4"11'-3"7"RO4'-0"1'-0"BOT OPG 117'-7"TO OPG 124'-11"6'-9 1/2"RO6'-11"2'-0"RO3'-6"1'-7"5"BOT OPG 115'-4"TO OPG 119'-10"4'-0"4'-0"4'-0"4'-0"5'-9"11"8'-3"5'-10"8" WIDE LEDGE, TYP3S-5227S-5224S-52213S-55113S-551SPPCC MFR SHALL COORD EMBEDS OR POST-INSTALLED CONNS FOR STAIR RAILING W/ RAILING SUPPLIER, RAILING NOT IN BP #41'-1"4'-9"9"4'-8"1"PAPA.3PA.2P8P7.8122'-9"128'-5"2'-7 1/2"14'-5 1/2"6'-4"11'-3"7"RO4'-0"1'-0"BOT OPG 128'-11"TO OPG 136'-3"6'-9 1/2"RO6'-11"2'-0"RO3'-6"1'-7"5"BOT OPG 126'-8"TO OPG 131'-2"4'-0"4'-0"4'-0"4'-0"5'-9"11"8'-3"5'-10"8" WIDE LEDGE, TYP3S-5227S-5224S-52213S-55113S-551SPPCC MFR SHALL COORD EMBEDS OR POST-INSTALLED CONNS FOR STAIR RAILING W/ RAILING SUPPLIER, RAILING NOT IN BP #41'-1"4'-9"9"4'-8"1"PAPA.3PA.2P8P7.8134'-1"2'-7 1/2"14'-5 1/2"6'-4"11'-3"7"RO4'-0"1'-0"6'-9 1/2"6'-11"RO2'-0"3'-6"RO1'-7"5"BOT OPG 138'-0"TO OPG 142'-6"4'-0"4'-0"4'-0"4'-0"4'-0"FF 134'-1"FF 134'-0"8" WIDE LEDGE, TYP3S-5227S-5224S-522SP13S-551PCC MFR SHALL COORD EMBEDS OR POST-INSTALLED CONNS FOR STAIR RAILING W/ RAILING SUPPLIER, RAILING NOT IN BP #46'-7"4'-8"1"PAPA.3PA.2P8P7.811'-3"7"2'-7 1/2"14'-5 1/2"6'-4"1'-0"148'-1"SPAN OF 6" PCC SLABRDTOW 150'-11 1/2", TYP8" WIDE LEDGE, TYPArchitecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERSET DESCRIPTIONBP #4 - Garage / BridgeStructural PackagePROJECT NO. DATEMSKTD& Associates5/1/2020 9:04:44 AMENLARGED EAST TOWERPLANS - STRUCTURALS-411Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURENORTH1/4" = 1'-0"1FOUNDATION PLAN - EAST TOWER - STRUCTURALNORTH1/4" = 1'-0"2LEVEL 1 PLAN - EAST TOWER - STRUCTURALNORTH1/4" = 1'-0"3LEVEL 2 PLAN - EAST TOWER - STRUCTURALNORTH1/4" = 1'-0"4LEVEL 3 PLAN - EAST TOWER - STRUCTURALNORTH1/4" = 1'-0"5LEVEL 4 PLAN - EAST TOWER - STRUCTURALNORTH1/4" = 1'-0"6ROOF PLAN - EAST TOWER- STRUCTURALREV. DATE1 BP4 ASI #25 05/01/2020111111