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ADDENDUM NO. 1
FRANCISCAN ORTHOPEDIC CENTER OF EXCELLENCE-MASS GRADING
BID PACKAGE NO. 4 - GARAGE/CANOPY/BRIDGE STRUCTURAL PACKAGE
MSKTD Project No. 7382
October 21, 2019
This addendum is issued as a supplement to the drawings and specifications and shall be considered an
integral part of the same.
ITEM LOCATION DESCRIPTION
1.1 WGI See attached Addendum #1 items from WGI.
Respectfully submitted,
MSKTD & ASSOCIATES, INC.
D. Nicholas Slater, Architect
DNS/lw
Attachments:
Addendum #1 from WGI
cc:Martin Roesli (Martin.Roesli@tonnandblank.com)
Mark Rogers (mark.rogers@tonnandblank.com)
Daryl Humble (daryl.r.humble@imegcorp.com)
Susan Smith (Susan.K.Smith@imegcorp.com)
Jaclyn Hensel (jhensel@cripe.biz)
Alyssa Prazeau (aprazeau@context-design.com)
Doug Gannon (Doug.Gannon@wginc.com)
JD Taylor (jdtaylor@cesolutionsinc.com)
DNS/RJH/File
ARCHITECTURE ENGINEERING INTERIOR DESIGN
1715 MAGNAVOX WAY, FORT WAYNE, INDIANA 46804 PH. 260-432-9337
930 NORTH MERIDIAN, INDIANAPOLIS, INDIANA 46204 PH. 317-917-1190 WWW.MSKTD.COM
DAVIDARCHI T E C TREG IS TERE
DAR10500075
STATE OF
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BP4 ADDENDUM-1
Project: Franciscan Orthopedic Center of Excellence
Location: Carmel, Indiana
WGI Project #: 23183655.00
Owner: Franciscan Health, Inc.
Contractor: Tonn and Blank Construction
The Contractor is hereby directed to make the change(s) to the Contract Documents as described herein.
GENERAL DESCRIPTION:Updated structural drawings.
PERTAINING TO SPECIFICATIONS
No Changes
PERTAINING TO DRAWINGS
ITEM # D1:Replace Drawing S-104, LEVEL 4 PLAN - STRUCTURAL
∂ Added note near PD/P8 referencing snow gate framing.
ITEM # D2:Replace Drawing S-201, BUILDING ELEVATIONS - STRUCTURAL
∂ Revised detail 4 to add enlarged framing elevation reference for snow gate.
∂ Added detail 5 for enlarged framing elevation for snow gate.
ITEM # D3:Replace Drawing S-401, ENLARGED SOUTH TOWER PLANS - STRUCTURAL
∂ Revised details 2-4 for elevator divider beam size and location.
∂ Revised details 2-4 for grid P4.8 shear wall minimum concrete extents.
∂ Revised detail 2 for coordination of grid P4.8 shear wall infill with elevator equipment
installation.
ITEM # D4:Replace Drawing S-402, ENLARGED SOUTH TOWER PLANS - STRUCTURAL
∂ Revised detail 1 for elevator divider beam size and location.
∂ Revised detail 1 for grid P4.8 shear wall minimum concrete extents.
∂ Revised detail 1 for coordination of grid P4.8 shear wall infill with elevator equipment
installation.
ITEM # D5:Add Drawing S-523, PCC FRAMING DETAILS - STRUCTURAL
ITEM # D6:Replace Drawing S-561, PEDESTRIAN BRIDGE DETAILS - STRUCTURAL
∂ Revised detail 4 for concrete beam length.
ITEM # D7:Replace Drawing S-601, FOUNDATIONS SCHEDULE & TYP DETAILS - STRUCTURAL
∂ Revised footing schedule for mark F10X24 reinforcing.
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'-3"133'-11"134'-3"134'-1"134'-1"134'-3"133'-11"134'-3"133'-11"134'-3"134'-1"134'-1"134'-3"133'-11"134'-2"133'-11"134'-0 1/2"134'-2"133'-11 3/4"134'-1 1/8"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 3/8"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: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 /Canopy / BridgeStructural PackagePROJECT NO.DATEMSKTD& AssociatesKEY PLAN10/21/2019 10:19:46 AMLEVEL 4 PLAN -STRUCTURALS-104Carmel, IndianaFranciscan OrthopedicCenter of Excellence738210/11/2019NEW 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 10/21/2019
Level 1100' -3"Level 2111' -7"Level 3122' -11"Level 4134' -3"P1P2P3P4P5P6P7P8P7.8P1.2P4.4P4.8TO SPANDREL 138'-0"TO SPANDREL 126'-8"TO SPANDREL 115'-4"TOW 104'-0"P5.2P7.111'-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"TOW 150'-11 1/2", TYP AT STAIR TOWERTO CHANNEL 141'-1", TYPTO WT 135'-3 1/2", TYPTO WT 123'-11 1/2", TYPTO WT 112'-7 1/2", TYPTO WT 102'-7", TYPBO CHANNEL 101'-1", TYP2'-0"3'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"2'-0"2'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"2'-0"2'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"2'-0"2'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"2'-0"2'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"2'-0"2'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"2'-0"2'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"3'-3"4'-0"4'-0"BO CHANNEL 109'-1"BO CHANNEL 109'-1"REFER TO DET 9/S-521 FOR TYP FRAMING & CONNLevel 1100' -3"Level 2111' -7"Level 3122' -11"Level 4134' -3"P1P2P3P4P5P6P7P8P4.4P4.8TO SPANDREL 138'-0"TO SPANDREL 126'-8"TO SPANDREL 115'-4"TOW 104'-0"P5.2P7.145'-3"48'-0"36'-0"14'-11"12'-6"8'-7"6'-0"30'-0"48'-0"1'-0"45'-3"TOW 150'-11 1/2", TYP AT STAIR TOWERCONT SPANDREL THRU COLUMN, TYP AT P5.2TO CHANNEL 141'-1", TYPTO WT 135'-3 1/2", TYPTO WT 123'-11 1/2", TYPTO WT 112'-7 1/2", TYPTO WT 102'-7", TYPBO CHANNEL 101'-1", TYPBO CHANNEL AT CANOPY 112'-1"REFER TO DET 10/S-521 FOR TYP FRAMING & CONNTO WT AT CANOPY 113'-7"6"4'-2"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"2'-7"1'-7"2'-10"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"1'-7"2'-5"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"2'-7"5"1'-10"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"2'-5"1'-7"2'-10"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"1'-7"2'-5"3'-0"4'-0"3'-0"4'-0"3'-0"4'-0"3'-0"3'-7"5"BO CHANNEL AT CANOPY 112'-1"TO WT AT CANOPY 113'-7"Level 1100' -3"Level 2111' -7"Level 3122' -11"Level 4134' -3"PDPCPBPAPA.2TO SPANDREL 138'-0"TO SPANDREL 126'-8"TO SPANDREL 115'-4"TOW 104'-0"14'-5 1/2"43'-4"62'-0"57'-9 1/2"TO CHANNEL 141'-1", TYPTO WT 135'-3 1/2", TYPTO WT 123'-11 1/2", TYPTO WT 112'-7 1/2", TYPTO WT 102'-7", TYPBO CHANNEL 101'-1", TYP8 1/2"4'-0"3'-0"4'-0"2'-9"1'-6"4'-4"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"1'-6"2'-6"4'-0"4'-0"4'-6"4'-0"4'-6"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-6"4'-6"4'-0"1'-6"3'-0"4'-0"4'-0"4'-6"4'-6"4'-0"4'-0"4'-0"4'-0"4'-6"4'-0"4'-6"4'-0"4'-0"9 1/2"BO CHANNEL 109'-1", TYPREFER TO DET 9/S-521 FOR TYP FRAMING & CONNLevel 1100' -3"Level 2111' -7"Level 3122' -11"Level 4134' -3"PDPCPBPAPA.3PA.2TO SPANDREL 138'-0"TO SPANDREL 126'-8"TO SPANDREL 115'-4"TOW 104'-0"57'-9 1/2"62'-0"37'-0"6'-4"14'-5 1/2"TOW 150'-11 1/2", TYP AT STAIR TOWERTO CHANNEL 141'-1", TYPTO WT 135'-3 1/2", TYPTO WT 123'-11 1/2", TYPTO WT 112'-7 1/2", TYPTO WT 102'-7", TYPBO CHANNEL 101'-1", TYP9 1/2"4'-0"4'-0"4'-6"4'-0"4'-6"4'-0"4'-0"4'-0"4'-0"4'-6"4'-6"4'-0"4'-0"3'-0"1'-6"4'-0"4'-6"4'-6"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-6"4'-0"4'-6"4'-0"4'-0"2'-6"1'-6"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"2'-0"1'-6"REFER TO DET 9/S-521 FOR TYP FRAMING & CONNS-2015Level 4134' -3"PD9'-7"9'-7"1'-1"1'-8"7"2'-1"4"1"2"2"HSS8X6X1/2 POST, REFER TO 6/S-523 FOR ADDL INFOSNOW GATE FRAME, REFER TO 1 & 2/S-523HSS4X4X1/4 POST, REFER TO 5/S-523 FOR ADDL INFOHSS4X4X1/4 POST, REFER TO 5/S-523 FOR ADDL INFO9 1/2"4'-0"4'-0"4'-6"4'-0"4'-6"4"4"Architecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERSET DESCRIPTIONBP #4 - Garage /Canopy / BridgeStructural PackagePROJECT NO. DATEMSKTD& Associates10/21/2019 10:19:52 AMBUILDING ELEVATIONS -STRUCTURALS-201Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURE3/32" = 1'-0"1NORTH FRAMING ELEVATION - STRUCTURAL3/32" = 1'-0"2SOUTH FRAMING ELEVATION - STRUCTURAL3/32" = 1'-0"3WEST FRAMING ELEVATION - STRUCTURAL3/32" = 1'-0"4EAST FRAMING ELEVATION - STRUCTURALREV. DATE1 BP4 ADDENDUM 1 10/21/20191/2" = 1'-0"5SNOW GATE - EAST ELEVATION - STRUCTURAL11
PDP4P5P4.4PEP4.814'-11"12'-6"8'-7"6'-0"21'-2 1/2"4'-0"95'-1"P5.21'-9"1"1'-0"4"8"1'-10"3'-11"1"1'-8"2'-4"F99'-6"9'-6"10"1"11"9"2'-2"12'-9"12S-502F995'-1"1'-0"2"1"1'-0"9S-503F895'-1"S-50357S-503S-50362S-5031S-5032"1'-0"1'-0"2'-0"3"REF DET 3/S-5038S-5034 1/2"10"1'-0"3 1/2"2'-0" THICK MAT FTG W/ #7 @ 12" OC T&B EA WAY TOF EL 95'-1". PROVIDE STD HOOKS ON ALL EAST/WEST REINFFTG PER 12/S-502MAT FDN10S-5031'-4 1/2"FDN DRAIN CONN TO STORM SEWER, REFER TO CIVILFDN DRAIN, REFER TO CIVILPDP4P5P4.4PEP4.814'-11"12'-6"8'-7"6'-0"21'-2 1/2"100'-1"P5.2100'-1"105'-9"5'-10"8'-3"11"5'-0"10"10"9'-2"10'-0"9S-5037S-5032S-5031S-5033'-8"RO6'-4"2'-6"8'-4 1/2"RO6'-0"2'-0"RO3'-4"2'-11 1/2"RO6'-7"2'-11 1/2"4S-50311S-53511S-5351'-11 1/2"RO8'-11 1/2"8S-503TO OPENING 108'-10"TOW 100'-8 1/2", TYP UNOHSS8X4X1/4TO STL 102' - 6"PCC MFR SHALL COORD ROUGH OPENING SIZE W/ ELEVATOR SUPPLIER, REFER TO 17/S-535 FOR SILL DETAILBOT OPG 103'-7"TO OPG 108'-10"4 1/2"10"12S-50210S-503PROVIDE RUBBED FINISH AT EXPOSED CIP WALL, TYP AT SOUTH TOWERPCC MFR SHALL COORD EMBEDS OR POST-INSTALLED CONNS FOR STAIR RAILING W/ RAILING SUPPLIER, RAILING NOT IN BP #41'-0"3"3"7"3"8" WIDE LEDGE, TYP17S-501SPSP13S-55113S-55111S-50311S-5035'-0"1'-1"5'-0"1"MIN 1'-0"MIN 3'-0"MIN 1'-0"COORD WALL STRUCTURAL INFILL WITH ELEV INSTALLPDP4P5P4.4PEP4.814'-11"12'-6"8'-7"6'-0"21'-2 1/2"111'-5"P5.2SPAN OF 6" PCC SLAB10"10"9'-2"10'-0"HSS8X6X1/2 TO STL 111'-3"111'-5"117'-1"5'-0"11"8'-3"3'-8"RO6'-4"2'-6"8'-4 1/2"RO6'-0"2'-0"RO3'-4"11S-53511S-5351'-11 1/2"RO8'-11 1/2"BOT OPG 114'-11"TO OPG 120'-2"BOT OPG 111'-10"TO OPG 120'-2"4"HSS8X4X1/4TO STL 113' - 10"4 1/2"10"1'-0"3"3"7"3"8" WIDE LEDGE, TYPPROVIDE VERT EJ, PREFORMED EXPANDING FOAM W/ FACTORY APPLIED SILICONE SEALANT ± 50% MOVEMENT, EACH SIDE OF TOWER13S-55113S-5511S-522SPSP16S-535PCC MFR SHALL COORD ROUGH OPENING SIZE W/ ELEVATOR SUPPLIER, REFER TO 9/S-535 FOR SILL DETAILPCC MFR SHALL COORD EMBEDS OR POST-INSTALLED CONNS FOR STAIR RAILING W/ RAILING SUPPLIER, RAILING NOT IN BP #45'-0"1'-1"5'-0"1"MIN 1'-0"MIN 3'-0"MIN 1'-0"PDP4P5P4.4PEP4.814'-11"12'-6"8'-7"6'-0"21'-2 1/2"122'-9"P5.2SPAN OF 6" PCC SLABHSS8X6X1/2 TO STL 122'-7"10"10"9'-2"10'-0"122'-9"128'-5"8'-3"11"5'-0"3'-8"RO6'-4"2'-6"8'-4 1/2"6'-0"RO2'-0"3'-4"11S-53511S-5351'-11 1/2"RO8'-11 1/2"BOT OPG 126'-3"TO OPG 131'-6"BOT OPG 123'-2"TO OPG 131'-6"4"4 1/2"10"3"7"3"8" WIDE LEDGE, TYPPROVIDE VERT EJ, PREFORMED EXPANDING FOAM W/ FACTORY APPLIED SILICONE SEALANT ± 50% MOVEMENT, EACH SIDE OF TOWER1'-0"3"13S-55113S-5511S-522HSS8X4X1/4TO STL 125' - 2"SPSP16S-535PCC MFR SHALL COORD ROUGH OPENING SIZE W/ ELEVATOR SUPPLIER, REFER TO 9/S-535 FOR SILL DETAILPCC MFR SHALL COORD EMBEDS OR POST-INSTALLED CONNS FOR STAIR RAILING W/ RAILING SUPPLIER, RAILING NOT IN BP #45'-0"1'-1"5'-0"1"MIN 1'-0"MIN 3'-0"MIN 1'-0"Architecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERSET DESCRIPTIONBP #4 - Garage /Canopy / BridgeStructural PackagePROJECT NO. DATEMSKTD& Associates10/21/2019 10:19:55 AMENLARGED SOUTH TOWERPLANS - STRUCTURALS-401Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURENORTH1/4" = 1'-0"1FOUNDATION PLAN - SOUTH TOWER - STRUCTURALNORTH1/4" = 1'-0"2LEVEL 1 PLAN - SOUTH TOWER - STRUCTURALNORTH1/4" = 1'-0"3LEVEL 2 PLAN - SOUTH TOWER - STRUCTURALNORTH1/4" = 1'-0"4LEVEL 3 PLAN - SOUTH TOWER - STRUCTURALREV. DATE1 BP4 ADDENDUM 1 10/21/2019111
PDP4P5P4.4PEP4.814'-11"12'-6"8'-7"6'-0"21'-2 1/2"134'-1"4S-431P5.2SPAN OF 6" PCC SLABREFER TO S-431 FOR PEDESTRIAN BRIDGE PLANSHSS8X6X1/2 TO STL 133'-11"10"10"9'-2"10'-0"134'-1"3'-8"RO6'-4"2'-6"8'-4 1/2"RO6'-0"2'-0"3'-4"11S-53511S-5351'-11 1/2"RO8'-11 1/2"BOT OPG 137'-7"TO OPG 146'-5"BOT OPG 134'-6"TO OPG 146'-5"4"HSS8X4X1/4TO STL 136' - 6"4 1/2"10"6S-5623"7"3"8" WIDE LEDGE, TYPPROVIDE VERT EJ, PREFORMED EXPANDING FOAM W/ FACTORY APPLIED SILICONE SEALANT ± 50% MOVEMENT, EACH SIDE OF TOWER1'-0"3"1S-522SPSP16S-53513S-551PCC MFR SHALL COORD ROUGH OPENING SIZE W/ ELEVATOR SUPPLIER, REFER TO 9/S-535 FOR SILL DETAILPCC MFR SHALL COORD EMBEDS OR POST-INSTALLED CONNS FOR STAIR RAILING W/ RAILING SUPPLIER, RAILING NOT IN BP #45'-0"6'-2"MIN 1'-0"MIN 3'-0"MIN 1'-0"COORD WALL STRUCTURAL INFILL WITH ELEV INSTALLPDP4P5P4.4PEP4.814'-11"12'-6"8'-7"6'-0"21'-2 1/2"4S-431P5.2149'-0"REFER TO S-431 FOR PEDESTRIAN BRIDGE PLANS10"10"19'-2"10"4 1/2"SPAN OF 6" PCC SLABSPAN OF 6" PCC SLABSPAN OF 6" PCC SLABRDW8X48TO STL 147' - 10 1/2"TOW 150'-11 1/2", TYP8S-5628" WIDE LEDGE, TYP8" WIDE LEDGE, COORD MAX DEPTH W/ ELEV SUPPLIER2S-5225S-5225S-5226S-5226S-522Architecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERSET DESCRIPTIONBP #4 - Garage /Canopy / BridgeStructural PackagePROJECT NO. DATEMSKTD& Associates10/21/2019 10:19:56 AMENLARGED SOUTH TOWERPLANS - STRUCTURALS-402Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURENORTH1/4" = 1'-0"1LEVEL 4 PLAN - SOUTH TOWER - STRUCTURALNORTH1/4" = 1'-0"2ROOF PLAN - SOUTH TOWER - STUCTURALREV. DATE1 BP4 ADDENDUM 1 10/21/2019
6"10 3/4"1 1/2"1 1/2"3"1 1/2"1 1/2"1 3/4"2"C6X10.5 X 2'-11"FACADE PANEL DISCONTINUOUS AT END SUPPORTPLATE 1" X 6" X 2'-7"WT10.5X41.5 X 2'-9"PLATE 3/4" X 9 1/4" X 2'-9" 3/4" ⌀A325 BOLTNOTE: ALL STEEL TO BE HOT-DIPPED GALVANIZED UNLESS NOTED. PROVIDE VENT HOLES ON UNDERSIDE/BOTTOM OF ELEMENTS AS REQD.SECTION VIEWPLATE 1/2" X 3" X 3"FACADE PANEL, REFER TO ARCH. FACADE PANEL NOT IN BP #41"11"P83"3"HSS4X42'-4"1"1 1/2"1"1"1"2"1'-0 1/2"1'-0 1/2"2"1"1"1"1 3/4"1/4"1/2"1 1/2"1"PROVIDE STD HOLES TYP UNOSWINGING C6 ABOVESTATIONARY C6 BELOWFACADE PANEL, REFER TO ARCH. FACADE PANEL NOT IN BP #4PCC SPANDREL1/4" X 2'-5" X 8'-6" GALV COVER PLATE W/ (3) 1-3/4" X 4" X 4" PLATE W/ HORIZ LONG SLOTTED HOLES. FIELD WELD INTERIOR PRIOR TO BOLTING EXTERIOR.1/4" X 4" X 4" X 9'-0" GALV BENT EMBED PLATE W/ (5) 1/2" Ø X 3" VERT HSA @ 24" OC & (4) 1/2" Ø X 3" HORIZ HSA @ 24" OC (STAGGERED 1'-0"). LOADS ON PCC ARE NEGLIGIBLE.3/4" ⌀A325 BOLTPLAN VIEWN3/162-121 1/2"1 1/2"3"1 1/2"1 1/2"1 3/4"2"C6X10.5 X 2'-11"PLATE 1" X 6" X 2'-7"WT10.5X41.5 X 2'-9"PLATE 3/4" X 9 1/4" X 2'-9" 3/4" ⌀A325 BOLTNOTE: ALL STEEL TO BE HOT-DIPPED GALVANIZED UNLESS NOTED. PROVIDE VENT HOLES ON UNDERSIDE/BOTTOM OF ELEMENTS AS REQD.PLAN VIEWSECTION VIEWFACADE PANEL, REFER TO ARCH. FACADE PANEL NOT IN BP #41"11"P83"3"HSS4X4N2'-4"1"1 1/2"1"1"1"2"1'-0 1/2"1'-0 1/2"2"1"1"1"1 3/4"1/4"1/2"1 1/2"1"PROVIDE STD HOLES TYP UNOSWINGING C6 ABOVESTATIONARY C6 BELOWFACADE PANEL, REFER TO ARCH. FACADE PANEL NOT IN BP #4PCC SPANDRELGALV COVER PLATE, REFER TO 3/S-523GALV BENT EMBED PLATE, REFER TO 3/S-5233/4" ⌀A325 BOLTHSS8X6 POSTC6X10.5 X CONTREFER TO3/S-5236"10 3/4"REFER TO 4/S-201TO SPANDREL ELPD4"6 3/4"3'-10 3/4"4'-0"9 1/2"2"1/4"1 3/4"1"4"2'-1"4"1"HSS POSTHSS POSTGALV COVER PLATE4S-5233S-5233S-5237"7/8"7/8"7/8"7/8"3/8"1 3/4"4 1/4"HSS FRAME, REFER TO 2/S-523STATIONARY C6, DO NOT CONNECT TO SNOW GATEWT10.5, TYPSWINGING C6 ABOVE, TYPSTATIONARY C6 BELOW, TYPPCC SPANDREL1/41/4TYPPD2"10 3/4"3'-10 3/4"4'-0"9 1/2"2"REFER TO 4/S-201TO SPANDREL EL5 5/8"1 3/8"1"3"2'-1"3"1"7"HSS POSTHSS POSTPCC SPANDRELGALV BENT EMBED PLATEPLATE, TYPWT10.5, TYP SLOPE ON SPANDREL, REFER TO 5/S-531HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/44S-5233S-5233S-5231/41/4TYPTYP,GRINDSMOOTH1/42-121/42-12TYP1/4TYPTYP2-122-12TYPPROVIDE 1/4" MIN CAP PLATE TYPP81/2"2 1/8"2 1/8"1/2"1 1/2"3/4"1'-1"1'-8"7"2'-1"4"4"3"2"7"1/2"2 1/8"2 1/8"1/2"1 1/2"3/4"2"5"5"5"5"2"PROVIDE 1/4" MIN CAP PLATECIRCULAR WASHER, TYP1/2" X 5" X 4" PLATE W/ N/S SHORT-SLOTTED HOLE, TYPHSS4X4 POST3/4" ⌀A325 BOLT W/ 3/8" ⌀HOLE FOR LOCK, TYPL4X4X1/2 X 2'-0" W/ (5) 3/4" ⌀SS HILTI KWIK BOLT TZ W/ 3 3/4" EFFECTIVE EMBEDMENT, TYPPCC SPANDRELPROVIDE 1/4" MIN CAP PLATE1/41/4TYP1/4TYP1/4TYPTYPPCC SPANDREL DESIGN LOADS FROM SNOW GATE HSS POST: Fx Fy Fz Mx My Mz (+EAST/-WEST) (+NORTH/-SOUTH) (+UP/-DOWN) (+EAST/-WEST) (+NORTH/-SOUTH) (+UP/-DOWN)LOAD CASE 1: D -1.0k W +/-0.5k +/-20.0k-inP86"3"2"7"PROVIDE 1/4" MIN CAP PLATECIRCULAR WASHER, TYP1/2" X 5" X 4" PLATE W/ STD HOLE, TYPHSS8X6 POST3/4" ⌀A325 BOLT1/2"2 1/8"2 1/8"1/2"1 1/4"1'-1"1'-8"7"2'-1"4"1/2"2 1/8"2 1/8"1/2"1 1/4"2"5"5"5"5"2"L4X4X1/2 X 2'-0" W/ (5) 3/4" ⌀SS HILTI KWIK BOLT TZ W/ 3 3/4" EFFECTIVE EMBEDMENT, EA SIDE TYPPCC SPANDRELPROVIDE 1/4" MIN CAP PLATE1/41/4TYP1/4TYP1/4TYP1/4TYP1/4TACK TYPPCC SPANDREL DESIGN LOADS FROM SNOW GATE HSS POST: Fx Fy Fz Mx My Mz (+EAST/-WEST) (+NORTH/-SOUTH) (+UP/-DOWN) (+EAST/-WEST) (+NORTH/-SOUTH) (+UP/-DOWN)LOAD CASE 1: D -1.0k W +/-0.5k +/-20.0k-inLOAD CASE 2: D -2.5k 165.0k-in 10.0k-inLOAD CASE 3: D -2.5k 165.0k-in -20.0k-inLOAD CASE 4: D -2.5k 160.0k-in -50.0k-inLOAD CASE 5: D -2.5k 155.0k-in -75.0k-inLOAD CASE 6: D -2.5k 140.0k-in -100.0k-inLOAD CASE 7: D -2.5k 125.0k-in -125.0k-inLOAD CASE 8: D -2.5k 105.0k-in -145.0k-inLOAD CASE 9: D -2.5k 80.0k-in -160.0k-inLOAD CASE 10: D -2.5k 55.0k-in -170.0k-inLOAD CASE 11: D -2.5k 25.0k-in -175.0k-inLOAD CASE 12: D -2.5k -5.0k-in -180.0k-inLOAD CASE 13: D -2.5k -35.0k-in -175.0k-inLOAD CASE 14: D -2.5k -60.0k-in -165.0k-inLOAD CASE 15: D -2.5k -85.0k-in -155.0k-inLOAD CASE 16: D -2.5k -110.0k-in -140.0k-inLOAD CASE 17: D -2.5k -130.0k-in -115.0k-inLOAD CASE 18: D -2.5k -145.0k-in -95.0k-inLOAD CASE 19: D -2.5k -155.0k-in -65.0k-inLOAD CASE 20: D -2.5k -165.0k-in -40.0k-inTrue NorthMOBHOSPITALBSKYBRIDGEPARKINGGARAGEACArchitecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERSET DESCRIPTIONBP #4 - Garage /Canopy / BridgeStructural PackagePROJECT NO. DATEMSKTD& AssociatesKEY PLAN10/21/2019 10:19:58 AMPCC FRAMING DETAILS -STRUCTURALS-523Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTUREREV. DATE1 BP4 ADDENDUM 1 10/21/20191 1/2" = 1'-0"3SNOW GATE DETAIL1 1/2" = 1'-0"4SNOW GATE DETAIL1 1/2" = 1'-0"1SNOW GATE FRAME - EAST ELEVATION VIEW1 1/2" = 1'-0"2SNOW GATE FRAME - WEST ELEVATION VIEW1 1/2" = 1'-0"5SNOW GATE DETAIL1 1/2" = 1'-0"6SNOW GATE DETAIL1
13'-10"8"8"2'-8"8'-6"6"2"8"1"2"4"4"1"11'-8"1"4"4"2"1"13'-2"REFER TO 4/S-431TO STL ELREFER TO 4/S-431TO STL ELCURTAIN WALL, REFER TO ARCH. COORD CONNECTION LOCATIONS W/ TRUSS CHORDS, TYP. CURTAIN WALL NOT IN BP #43N 18GA GALV METAL ROOF DECK, NO HANGING LOADS TO BE APPLIED TO DECK WITHOUT ENGINEER APPROVALROOF BEAM, REFER TO 3/S-431TRUSS BRANCH,REFER TO 4/S-431FLOOR BEAM W/ (3) 1/2" ⌀HSA X 4", REFER TO 5/S-431CLADDING, REFER TO ARCH3" 20 GA GALV COMPOSITE METAL DECK + 2 1/2" OF CIP CONC (5 1/2" SYSTEM)2 1/2"3"EQ2"2"EQEQ2"2"EQP4.4P4.82"2"HANDRAIL, REFER TO SPEC. RAILING NOT IN BP #4HANDRAIL POST, REFER TO 4/S-431CONT L6X4X3/8 LLH, SPLICE AS REQDSUSPENDED CEILING, REFER TO ARCHGUSSET CONNECTION, REFER TO 3/S-431SUSPENDED CEILING FRAMING, REFER TO 3/S-431CONT L6X4X3/8 LLH (BETWEEN GUSSET CONNECTIONS)GUSSET CONNECTION, REFER TO 5/S-431TOP CHORD, REFER TO 4/S-431± 3'-3"± 3'-0"± 3'-0"± 3'-3"BOTTOM CHORD, REFER TO 4/S-4311/42-12TYP2-12TYP1/4TYP @POSTSHEAR CONNECTION BY STEEL FABRICATOR, Vu = 20.0K TYP6 X 6 -W2.9 X W2.9 WWF CONT ON #4 @ 12" OC CONT ON 3 1/2" SUPPORT SYSTEM. SPLICE REINF AT DECKING MIDSPAN AS REQD:12" MIN LAP FOR WWF24" MIN LAP FOR #41/42-12TYPSHEAR CONNECTION BY STEEL FABRICATOR, Vu = 20.0K TYPROOFING, REFER TO ARCH13'-10"8"8"2'-8"8'-6"4"4"8"1"6"12'-6"6"1"13'-6"EQ4"4"EQEQ4"4"EQP4.4P4.8BO STL ELREFER TO 4/S-561 @ GRID PFREFER TO 5/S-561 @ GRID PEREFER TO 4/S-431TO STL ELREFER TO 4/S-431TO STL EL2"2"NOTE: REFER TO 1/S-561 FOR TYPICAL INFORMATIONMITER HSS W/ COMPLETE JOINT PENETRATION WELD, GRIND SMOOTHMITER HSS W/ COMPLETE JOINT PENETRATION WELD, GRIND SMOOTHHIGH-PERFORMANCE COATING, REFER TO SPEC 0996002'-6"2'-6"1/2TYP @ CHORD ENDS, FIELD WELD AT CONTRACTORS OPTION1/23-SIDES TYP @ CHORD ENDS, FIELD WELD AT CONTRACTORS OPTIONGMAW OR FCAW-G TYP @ CHORD ENDS, FIELD WELD AT CONTRACTORS OPTIONGMAW OR FCAW-G TYP 1/21/2TYPP4.4P4.8TOB EL128'-11"BO STL EL129'-1 1/4"HSS COLUMN(4) 1 1/4" Ø GALV ANCHOR RODS (ASTM F1554 GR55) W/ HEAVY HEX NUTS & 3 1/2" Ø 1/2" PLATE WASHERS W/ 1 5/16" Ø HOLE TYP UNO, TACK WELD BOTTOM NUT2" GROUT BED1/4" GALV LEVELING PLATE & ANCHOR TEMPLATE, SEE ASIDE FOR ADDL INFO1 1/2" BASE PLATE, SEE ASIDE FOR ADDL INFO. PROVIDE ZRC ON BOTTOM OF PLATE PRIOR TO BRIDGE ERECTION1/4(4) #9 TOP W/ STD HOOK EA END@ MIDSPANCLASS B LAP SPLICE(4) #9 BOT W/ STD HOOK EA END(2) #5 EFCIP CONC BEAM1'-0"12'-6"1'-0"CIP CONC COLUMN, TYPPAVING, REFER TO CIVIL1/2" JOINT WITH COMPRESSIBLE FILLER, TYPTOF ELREFER TO PLANTO GRADE/PAVING ELREFER TO CIVIL6" MAXBAL @ 12" STIRRUP SPACING AT SUPPORT2"STIRRUP SPACING AT EA END3 @ 2", BAL @ 6"2"BAL @ 12" STIRRUP SPACING AT SUPPORT6" MAX2'-8"2'-2"1'-0"2'-2"2'-8"(1'-4" MIN LAP)2'-2"8" MAXSPACING @ BEAMBAL @ 8" - TIE3"TIE SPACING EA END3 @ 3", BAL @ 10"3"6" MAXSPACING AT FTGBAL @ 24" TIE1'-0" MAXPF3" TYP3"4"4"3"3"7"7"3"TYP2" CLR#4 STIRRUPS6"1'-0"1'-0"6"5"7"7"5"1'-0"1'-0"TYP2" CLR#4 TIES, TYP(12) #9 VERT* W/ STD HOOK IN FDN & ERICO LENTON TERMINATOR OR APPROVED EQUAL AT TOPSECTION A-A*VERT REINF TO BE CONTINUOUS OR MECHANICALLY SPLICED W/ SPLICES ABLE TO DEVELOP 125%Fy IN TENSION & COMPRESSIONBBAAAASECTION B-B+P4.81'-0"1'-0"1'-0"1'-0"CIP CONC FOOTINGBASE PLATELEVELING PLATEBASE PLATEMATCHBASE PLATEMATCH1 5/16" ⌀HOLE, TYP2 1/16" ⌀HOLE, TYP2'-8"(1'-4" MIN LAP)2'-2"P4.42 3/4"1 1/2"1/4"2"1/4TYPREFER TO CANOPY DWGS FOR CANOPY CONNECTIONPE10"SECTION A-AHSS COLUMNPCC WALL/COLUMN W/ CORBELP4.4P4.81'-0"1'-0"10'-6"1'-0"1'-0"12'-6"TOC EL129'-7 1/2"BO STL EL129'-9 3/4"2 3/4"1 1/2"1/4"2"1'-3 1/4"2 1/4"1/2"6"PCC WALL/COLUMN BEYONDAA1"3"7"7"3"3"1'-0"HSS COLUMN(4) 1 1/4" Ø GALV ANCHOR RODS (ASTM F1554 GR55) W/ HEAVY HEX NUTS & 3 1/2" Ø 1/2" PLATE WASHERS W/ 1 5/16" Ø HOLE TYP UNO, TACK WELD BOTTOM NUT2" GROUT BED1/4" GALV LEVELING PLATE & ANCHOR TEMPLATE, SEE ASIDE FOR ADDL INFO1 1/2" GALV BASE PLATE, SEE ASIDE FOR ADDL INFO1/4PCC CORBELPCC WALL/COLUMN BEYONDPCC CORBEL6"6"6"6"6"6"6"6"3"4"4"3"BASE PLATELEVELING PLATEBASE PLATEMATCHBASE PLATEMATCH1 5/16" ⌀HOLE, TYP2 1/16" ⌀HOLE, TYPPCC CORBEL DESIGN LOADS FROM BRIDGE HSS COLUMNS:X-AXIS (+EAST/-WEST)D: 0.0kL: 0.0kS: 0.0kT: 0.0kW: +/-20.0kE: +/-5.0kY-AXIS (+NORTH/-SOUTH)D: 2.0kL: 0.5kS: 0.3kT: +/-0.5kW: +/-5.0kE: +/-10.0kZ-AXIS (+UP/-DOWN)D: -90.0kL: -50.0kS: -25.0kT: 0.0kW: +/-30.0kE: +/-10.0k1/4TYP 10'-0" MAXTYP STEEL ROOF BEAMTYP STEEL ROOF BEAML6X4X3/8 LLVL6X4X3/8 LLV7'-8" CLRL6X4X3/8 LLVL6X4X3/8 LLVAANOTE:PROVIDE ADDL FRAMING AS SHOWN FOR OPENINGS 12" SQUARE OR LARGER. VERIFY SIZE AND LOCATION OF OPENINGS WITH ARCH & MECH.SECTION A-A1/41/41/41/42" MINL6X4X3/8 LLV X 6"PROVIDE 1/4" STIFFENER PLATES ON ALL W-SECTION ROOF BEAMS AT FRAME BEARING POINTS6" MIN1"1 1/2" CLR MAX3/4" CLR MINL6X4X3/8 LLV ADDL AS REQD FOR ROOFTOP EQUIPMENT, REFER TO 3/S-431L/3 UNOL/3 UNOL/3 UNO8"Architecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERSET DESCRIPTIONBP #4 - Garage /Canopy / BridgeStructural PackagePROJECT NO. DATEMSKTD& Associates10/21/2019 10:20:02 AMPEDESTRIAN BRIDGEDETAILS - STRUCTURALS-561Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURE1/2" = 1'-0"1PEDESTRIAN BRIDGE SECTION1/2" = 1'-0"2PEDESTRIAN BRIDGE SECTION3/4" = 1'-0"4PEDESTRIAN BRIDGE SUPPORT3/4" = 1'-0"5PEDESTRIAN BRIDGE SUPPORTNOT TO SCALE3TYPICAL ROOF EQUIPMENT & SUSPENDED CEILING FRAMINGREV. DATE1 BP4 ADDENDUM 1 10/21/201911
FOOTING SCHEDULEMarkSize B x D x TREINFORCINGF66'-0" x 6'-0" x 2'-0"(9) #6 BOT EACH WAY F8 8'-0" x 8'-0" x 2'-0" (9) #7 BOT EACH WAY F9 9'-0" x 9'-0" x 2'-6"(11) #7 BOT EACH WAY F11 11'-0" x 11'-0" x 2'-6"(11) #8 BOT EACH WAYF13 13'-0" x 13'-0" x 3'-0" (15) #8 BOT EACH WAYF5X1616'-0" x 5'-0" x 2'-0"#7 @ 10" OC T&B EA WAY *F10X24 24'-0" x 10'-0" x 2'-6"#7 @ 12" OC TOP EA WAY#7 @ 8" OC BOT EA WAYF10X35 35'-0" x 10'-0" x 3'-0"#8 @ 12" OC T&B EA WAY *** PROVIDE STD HOOKS AT ENDS ON NORTH/SOUTH REINF** PROVIDE STD HOOKS AT ENDS ON NORTH/SOUTH REINF & PROVIDE FULLY ENCLOSED HOOP FOR EAST/WEST REINF (SIM TO 1/S-502)..F-XXXX'-XX"FOOTING MARKTOP OF FOOTING ELEVATIONC COLUMN AND FTG TYP UNOLPCC COLUMNFOOTINGTO FOUNDATIONREFER TO PLANSCHEDULETREFER TOREFER TO SCHEDULEB X DPCC COLUMN(4)#3 TIES @ 3" OCREFER TO SCHEDULEFOR REINFCOLUMN & FOOTINGCENTERLINE (UNO)CONNECTION BY PCC MFR,REFER TO 4/S-511Architecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERSET DESCRIPTIONBP #4 - Garage /Canopy / BridgeStructural PackagePROJECT NO. DATEMSKTD& Associates10/21/2019 10:20:03 AMFOUNDATIONS SCHEDULE& TYPICAL DETAILS -STRUCTURALS-601Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURE1/2" = 1'-0"1TYPICAL FOUNDATION KEY PLAN3/4" = 1'-0"2COLUMN FOOTING DETAILREV. DATE1 BP4 ADDENDUM 1 10/21/20191