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HomeMy WebLinkAboutasi-23-BP#4.1_with attachmentsARCHITECT'S SUPPLEMENTAL INSTRUCTIONS PROJECT: Franciscan Orthopedic Center of Excellence ARCHITECT'S SUPPLEMENTAL BP #4.1 INSTRUCTION NO.: ASI-23 OWNER: Tonn & Blank Construction, LLC DATE OF ISSUANCE: April 30, 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-23.1 See attached, revised sheet A12-6 for the following clarifications/revisions: 1.Enlarged Plan 1: Glazing dimensions adjusted. 2.Enlarged Plan 2: Glazing dimensions adjusted. 3.Enlarged Plan 3: Glazing dimensions adjusted. Rough opening of door PG3000 modified. 4.Enlarged Plan 4: Glazing dimensions adjusted. ASI-23.2 See attached, revised sheet A12-7 for the following clarifications/revisions: 1.Wall Section 6: glazing offset from structure adjusted to 2” typical. ASI-23.3 See attached, revised sheet A12-10 for the following clarifications/revisions: 1.Detail 3: Dimension added for 2” glazing offset from structure. ASI-23.4 See attached, revised sheet A12-12 for the following clarifications/revisions: 1.Detail 2: glazing offset from structure adjusted to 2” typical. 2.Detail 10: Dimension added for 2” glazing offset from structure. ASI-23.5 See attached, revised sheet A12-13 for the following clarifications/revisions: 1.Door PGSB300 dimensions modified. 2.Door PG3000 width modified. 3.Elevation AA: glazing dimensions updated. 4.Elevation DD: glazing dimensions updated. ASI-23.6 See attached, revised sheet A12-14 for the following clarifications/revisions: 1.RC20 note added. Attachments: Architectural/Interior Sheets: A12-6, A12-7, A12-10, A12-12, A12-13, A12-14 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 FE FE FE FE 1 A12-9 3 A12-7 6 A12-7 PD P4 P5P4.4 PE P4.8 P5.2 P3 P4 STAIR PGST1-1 LOBBY PG1000 ELEVATOR PGE-1 ELEVATOR PGE-2 PARKING DECK PG1001 PGST1-1 PG1000B 14' - 11"12' - 6"8' - 7"6' - 0"21' - 2 1/2"10"PG1000A 8 A12-7 2' - 2 1/2" (REFER TO GLAZING ELEVATIONS) 11' - 5"2' - 8" (REFER TO GLAZING ELEVATIONS) 9' - 9"2' - 8"7' - 10 1/2" 1' - 4 1/2" 1' - 3 1/2"1' - 7 1/2"20' - 0"(REFER TO GLAZING ELEVATIONS)21' - 7 1/2"4 1/2" 3' - 8"6' - 4"2' - 6" 4 1/2" 1' - 0"1' - 0"4"ENCLOSURE FOR STORM PIPE VARIES1' - 3 1/2" 1' - 4 1/2"12" (TYP)12" (TYP)RETURN HANDRAIL TO NEAREST POST (TYP). A12-12 10 4' - 0"5' - 2"4' - 0"3' - 1"CLEAR HOISTWAY & PIT 6' - 6 1/4"1' - 0"CLEAR HOISTWAY & PIT19' - 4"1' - 6 1/2"COORDINATE WALL THICKNESS, WALL FINISH, AND WRAPPED ELEVATOR DOOR FRAME. FRAME TO EXTEND FROM FACE OF FINISH 1/2" (TYPICAL) INFILL THE FRONT WALLS AT THE FIRST AND FOURTH FLOOR AFTER CAB INSTALLATION IS COMPLETE. COORDINATE SIZE OF INFILL REQUIRED FOR ELEVATOR INSTALLATION. INFILL WITH 10" CMU WALL W/ #4 @ 8" OC. GROUT CORES SOLID @ REINF. REF. STRUCTURAL DRAWINGS. 1.4G 1.4G1.4GPGE-2-1 PGE-1-1 TWO 16" WIDE STEEL LADDERS. COORDINATE LOCATION WITH ELEVATOR MANUFACTURER 111 1 1 A12-9 3 A12-7 6 A12-7 PD P4 P5P4.4 PE P4.8 P5.2 P3 P4 STAIR PGST1-2 LOBBY PG2000 GARAGE DECK PG2001 PG2000 PGST1-2 14' - 11"12' - 6"8' - 7"6' - 0"21' - 2 1/2"10"8 A12-7 2' - 2 1/2" (REFER TO GLAZING ELEVATIONS) 11' - 5"2' - 8" (REFER TO GLAZING ELEVATIONS) 9' - 9"2' - 8"7' - 10 1/2" 1' - 4 1/2" 1' - 3 1/2"1' - 7 1/2"20' - 0"(REFER TO GLAZING ELEVATIONS)21' - 7 1/2"4 1/2" 3' - 8"6' - 4"2' - 6" 4 1/2" 1' - 0"1' - 0"4" VARIESENCLOSURE FOR STORM PIPE 1' - 3 1/2" 1' - 4 1/2"12" (TYP)4' - 0"5' - 2"4' - 0"3' - 1"1' - 6 1/2"1' - 0" CLEAR HOISTWAY & PIT 6' - 6 1/4"CLEAR HOISTWAY & PIT19' - 4"COORD. SIZE OF INFILL REQ'D FOR ELEVATOR INSTALLATION. INFILL W/ 10" CMU WALL W/ #4 @ 8" OC. GROUT CORES SOLID @ REINF. REF. STRUCT. DWGS. COORDINATE WALL THICKNESS, WALL FINISH, AND WRAPPED ELEVATOR DOOR FRAME. FRAME TO EXTEND FROM FACE OF FINISH 1/2" (TYPICAL) 1.4G 1.4G1.4GELEVATOR PGE-1 ELEVATOR PGE-2 A12-12 10 SIM. PGE-2-2 PGE-1-2 11 1 1 1 A12-9 3 A12-7 6 A12-7 PD P4 P5P4.4 PE P4.8 P5.2 P3 P4 LOBBY PG3000 STAIR PGST1-3 PARKING DECK PG3001 PG3000 PGST1-3 14' - 11"12' - 6"8' - 7"6' - 0"21' - 2 1/2"10"8 A12-7 2' - 2 1/2" (REFER TO GLAZING ELEVATIONS) 11' - 5"2' - 8" (REFER TO GLAZING ELEVATIONS) 9' - 9"2' - 8"7' - 10 1/2"1' - 4 1/2" 1' - 3 1/2"1' - 7 1/2"20' - 0"(REFER TO GLAZING ELEVATIONS)21' - 7 1/2"4 1/2" 3' - 8"6' - 4"2' - 6" 4 1/2" 1' - 0"1' - 0"4"ENCLOSURE FOR STORM PIPE VARIES1' - 3 1/2" 1' - 4 1/2" VARIES12" (TYP.)4' - 0"5' - 2"4' - 0"3' - 1"CLEAR HOISTWAY & PIT19' - 4"1' - 0" CLEAR HOISTWAY & PIT 6' - 6 1/4"1' - 6 1/2"1.4G1.4G1.4G COORD. SIZE OF INFILL REQ'D FOR ELEVATOR INSTALLATION. INFILL W/ 10" CMU WALL W/ #4 @ 8" OC. GROUT CORES SOLID @ REINF. REF. STRUCT. DWGS. COORDINATE WALL THICKNESS, WALL FINISH, AND WRAPPED ELEVATOR DOOR FRAME. FRAME TO EXTEND FROM FACE OF FINISH 1/2" (TYPICAL) ELEVATOR PGE-1 ELEVATOR PGE-2 A12-12 10 SIM. PGE-2-3 PGE-1-3 11 1 1 11 1 A12-9 3 A12-7 6 A12-7 PD P4 P5P4.4 PE P4.8 P5.2 P3 P4 STAIR PGST1-4 LOBBY PG4000 PARKING DECK PG4001 SKY BRIDGE SB300 PG4000 PGST1-4 14' - 11"12' - 6"8' - 7"6' - 0"21' - 2 1/2"8 A12-71' - 7 1/2"20' - 0"(REFER TO GLAZING ELEVATIONS)21' - 7 1/2"1 1/2" 3' - 8"6' - 4"2' - 6" 4" 1' - 0"1' - 0"4"ENCLOSURE FOR STORM LINE 2' - 2 1/2" (REFER TO GLAZING ELEVATIONS) 11' - 5"15' - 1"7' - 10 1/2" 1' - 3 1/2"1' - 3 1/2" RETURN HANDRAIL TO NEAREST POST (TYP).12" (TYP)12" (TYP)1' - 0" CLEAR HOISTWAY & PIT 6' - 6 1/4"CLEAR HOISTWAY & PIT19' - 4"4' - 0"5' - 2"4' - 0"3' - 1"1' - 6 1/2"PGSB300 COORDINATE WALL THICKNESS REQUIRED FOR RECESSED CONTROL PANEL WITH ELEVATOR MANUFACTURER COORDINATE WALL THICKNESS REQUIRED FOR RECESSED CONTROL PANEL WITH ELEVATOR MANUFACTURER COORDINATE WALL THICKNESS, WALL FINISH, AND WRAPPED ELEVATOR DOOR FRAME. FRAME TO EXTEND FROM FACE OF FINISH 1/2" (TYPICAL) INFILL THE FRONT WALLS AT THE FIRST AND FOURTH FLOOR AFTER CAB INSTALLATION IS COMPLETE. COORDINATE SIZE OF INFILL REQUIRED FOR ELEVATOR INSTALLATION. INFILL WITH 10" CMU WALL W/ #4 @ 8" OC. GROUT CORES SOLID @ REINF. REF. STRUCTURAL DRAWINGS. (CLEAR ROUGH OPENING) 10' - 0 1/2" FUR OUT WEST FACE OF COLUMN W/ 7/8" HAT CHANNELS AND 5/8" GYP. BOARD UP TO 6" ABOVE HIGHEST ADJACENT CEILING 4"10"10"WALL ANGLES OUT TO FOLLOW SLOPE OF TRUSS COLUMN ELEVATOR PGE-1 ELEVATOR PGE-2 A12-12 11 1.4G 1.4G PGE-1-4 PGE-2-4 11 1 1 1 1/4" DIA. STEEL PAINTED PIPE RAIL AND POSTS 1 1/2" DIA. PAINTED STEEL PIPE HANDRAIL TYPICAL - 1/2" DIA. BALUSTERS AT 4" o.c. MAX. OFFSET STARTING TREAD @ LANDINGS AND FLOOR LEVELS 3" < 4" PRECAST STAIRS ARE DETAILED IN THE PARKING GARAGE STRUCTURAL DRAWINGS.1"6"3' - 0"Architecture | Engineering | Interior Design 1715 Magnavox Way Fort Wayne, IN 46804 260.432.9337 930 North Meridian Indianapolis, IN 46204 317.917.1190 SHEET TITLE SHEET NUMBER SET DESCRIPTION PROJECT NO.DATE MSKTD & Associates www.msktd.com BP #4.1 - Parking Garage & Skybridge Arch / MEPT / Interiors Package 4/29/2020 3:37:51 PMSkybridge/Parking Garage Vertical Circulation Plans A12-6 10776 and 10777 Illinois StreetCarmel, IndianaFranciscan OrthopedicCenter of Excellence7382 12-12-19A Project for:1/4" = 1'-0" 1st Floor Enlarged Plan1 1/4" = 1'-0" 2nd Floor Enlarged Plan2 1/4" = 1'-0" 3rd Floor Enlarged Plan3 1/4" = 1'-0" 4th Floor Enlarged Plan4 *** SEE PARKING GARAGE STRUCTURAL DRAWINGS (BID PACKAGE 4) FOR DOCUMENTATION OF STAIRS (OTHER THAN RAILINGS).*** 3/4" = 1'-0" Typical Parking Garage Stair Railing5 REV. DATE 1 ASI #23-BP4.1 04-30-20 FEFEFEFEFESEE PARKING GARAGE DRAWINGS FOR GARAGE STRUCTURE SEE PARKING GARAGE DRAWINGS FOR GARAGE FOUNDATIONS SEE PARKING GARAGE DRAWINGS FOR GARAGE STRUCTURE Garage South Level 1 100' -1" Garage South Level 2 111' -5" Garage South Level 3 122' -9" Garage South Level 4 134' -1" SEE PARKING GARAGE DRAWINGS FOR GARAGE STRUCTURE PDPE INFILL THE FRONT WALLS AT THE FIRST AND FOURTH FLOOR AFTER CAB INSTALLATION IS COMPLETE. COORDINATE SIZE OF INFILL REQUIRED FOR ELEVATOR INSTALLATION. INFILL WITH 10" CMU WALL W/ #4 @ 8" OC. GROUT CORES SOLID @ REINF. REF. STRUCTURAL DRAWINGS. CLEAR OPENING 4' - 0" CLEAR OPENING 4' - 0" CLEAR OPENING 4' - 0" CLEAR OPENING 4' - 0" CLEAR OPENING 4' - 0" CLEAR OPENING 4' - 0" CLEAR OPENING 4' - 0" CLEAR OPENING 4' - 0" 3' - 5"5' - 2"3' - 5" INFILL THE FRONT WALLS AT THE FIRST AND FOURTH FLOOR AFTER CAB INSTALLATION IS COMPLETE. COORDINATE SIZE OF INFILL REQUIRED FOR ELEVATOR INSTALLATION. INFILL WITH 10" CMU WALL W/ #4 @ 8" OC. GROUT CORES SOLID @ REINF. REF. STRUCTURAL DRAWINGS. 3 LAYERS OF 1/2" TYPE 'X' GYPSUM BOARD AS REQUIRED TO MAINTAIN 2 HOUR RATING OF SHAFT - FLUSH w/ EXTERIOR FACE SHAFT. COORDINATE SIZE AND LOCATION w/ MANUFACTURE RECESSED CONTROL PANEL COORDINATE WALL THICKNESS REQUIRED FOR RECESSED CONTROL PANEL WITH ELEVATOR MANUFACTURER TWO 16" WIDE STEEL LADDERS. COORDINATE LOCATION WITH ELEVATOR MANUFACTURER SEE PARKING GARAGE DRAWINGS FOR GARAGE STRUCTURE SEE PARKING GARAGE DRAWINGS FOR GARAGE FOUNDATIONS SEE PARKING GARAGE DRAWINGS FOR GARAGE STRUCTURE Garage South Level 1 100' -1" Garage South Level 2 111' -5" Garage South Level 3 122' -9" Garage South Level 4 134' -1" ALUMINUM CURTAIN WALL SYSTEM P4 P5P4.4 P4.8 P5.2 13' - 1 5/8"INFILL THE FRONT WALLS AT THE FIRST AND FOURTH FLOOR AFTER CAB INSTALLATION IS COMPLETE. COORDINATE SIZE OF INFILL REQUIRED FOR ELEVATOR INSTALLATION. INFILL WITH 10" CMU WALL W/ #4 @ 8" OC. GROUT CORES SOLID @ REINF. REF. STRUCTURAL DRAWINGS. HOIST BEAM REF. TO STRUCTURAL, COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER INFILL THE FRONT WALLS AT THE FIRST AND FOURTH FLOOR AFTER CAB INSTALLATION IS COMPLETE. COORDINATE SIZE OF INFILL REQUIRED FOR ELEVATOR INSTALLATION. INFILL WITH 10" CMU WALL W/ #4 @ 8" OC. GROUT CORES SOLID @ REINF. REF. STRUCTURAL DRAWINGS. COORDINATE WALL THICKNESS REQUIRED FOR RECESSED CONTROL PANEL WITH ELEVATOR MANUFACTURER A12-12 12 A12-12 12 A12-12 12 A12-12 12 SIM 2" (TYP.) CLIP CURTAINWALL TO STRUCTURE AT EACH BEAM (TYP.) A12-10 3 SIM 1 7 A12-11 PA PA.3 PA.2 P8P7.8 P1 P2 STAIR PGST2-1 RETURN HANDRAIL TO NEAREST POST (TYP).12" (TYP)12" (TYP)7 A12-11 PA PA.3 PA.2 P8P7.8 P1 P2 STAIR PGST2-2 12" (TYP)7 A12-11 PA PA.3 PA.2 P8P7.8 P1 P2 STAIR PGST2-3 12" (TYP)7 A12-11 PA PA.3 PA.2 P8P7.8 P1 P2 PGST2-4 STAIR PGST2-4EE/ A12-13OPEN TO ABOVE. NO CEILING IN THIS STAIR.12" (TYP)7 A12-11 PA PA.3 PA.2 P8P7.8 P1 EE/ A12-13FULLY ADHERED ROOF MEMBRANE OVER TAPERED INSULATION / 1/4" /FT MIN SLOPE (NO MINIMUM INSULATION REQUIRED). METAL COPING CAP. SEE DETAILS. Garage South Level 1 100' -1" Garage South Level 2 111' -5" Garage South Level 3 122' -9" Garage South Level 4 134' -1" PE 2' - 3"11"1' - 6"1' - 4 1/2"(DIMENSION ARE TO FINISHED FACE OF PANEL)26' - 4"7 1/2"4' - 5"3' - 6" PRE-FINISHED ALUM. COLUMN COVER -SEE SPECS METAL STUD FRAMING AS REQUIRED (COORDINATE STUD GAUGE AND SPECIFIC STUD FRAMING LOCATIONS W/ COLUMN COVER SUPPLIER) REFER TO CIVIL DWGS FOR WALKWAY INFORMATION SEE PARKING GARAGE DRAWINGS FOR GARAGE FOUNDATIONS C.I.P. COLUMN -SEE STRUCTURAL REFER TO STRUCTURAL DWGS FOR SKYBRIDGE FRAMING BRACE STUDS AS REQ'D 2" INSULATED METAL PANEL SOFFIT AND FRAMING -REFER TO REFLECTED CEILING PLANS FOR MORE INFORMATION A12-12 1 PRE-FINISHED ALUM. COLUMN COVER INSULATED METAL PANELS CONTINUE ABOVE COLUMN COVERS Architecture | Engineering | Interior Design 1715 Magnavox Way Fort Wayne, IN 46804 260.432.9337 930 North Meridian Indianapolis, IN 46204 317.917.1190 SHEET TITLE SHEET NUMBER SET DESCRIPTION PROJECT NO.DATE MSKTD & Associates www.msktd.com BP #4.1 - Parking Garage & Skybridge Arch / MEPT / Interiors Package 4/29/2020 3:38:05 PMSkybridge/Parking Garage Vertical Circulation Plans and Sections A12-7 10776 and 10777 Illinois StreetCarmel, IndianaFranciscan OrthopedicCenter of Excellence7382 12-12-19A Project for:1/4" = 1'-0" Wall Section - Skybridge Elevator3 1/4" = 1'-0" Wall Section - Skybridge Elevator6 1/4" = 1'-0" 1st Floor Enlarged Stair Plan1 1/4" = 1'-0" 2nd Floor Enlarged Stair Plan2 1/4" = 1'-0" 3rd Floor Enlarged Stair Plan4 1/4" = 1'-0" 4th Floor Enlarged Stair Plan5 1/4" = 1'-0" Roof Plan7 1/4" = 1'-0" Wall Section - Skybridge Elevator8 *** SEE PARKING GARAGE STRUCTURAL DRAWINGS FOR DOCUMENTATION OF STAIRS (OTHER THAN RAILINGS).*** REV. DATE 1 ASI #23-BP4.1 04-30-20 03 -THIRD FLOOR F.F. 133' -4" 04 -FOURTH FLOOR F.F. 150' -0" 9 6 A12-10 CONCRETE BEAM - SEE PARKING GARAGE DRAWINGS CONCRETE COLUMN - SEE PARKING GARAGE DRAWINGS CONCRETE COLUMN - SEE PARKING GARAGE DRAWINGS INSULATED SPANDREL GLASS PANEL INSULATED SPANDREL GLASS PANEL 1" INSULATED VISION GLASS IN ALUMINUM CURTAINWALL FRAMING SYSTEM1" INSULATED VISION GLASS IN ALUMINUM CURTAINWALL FRAMING SYSTEM A12-10 3 P4.4P4.8 2x2 LAY IN CEILING WITH 2" AXIOM TRIM A12-10 4 INSULATED SPANDREL GLASS PANEL INSULATED SPANDREL GLASS PANEL METAL STUD FRAMING AS REQ'D (COORDINATE STUD GAUGE AND SPECIFIC STUD FRAMING LOCATIONS W/ METAL PANEL SUPPLIER) 2" SMOOTH INSULATED METAL PANEL -REFER TO REFLECTED CEILING PLANS FOR REVEAL LOCATIONS PRE-FINISHED ALUM. COLUMN COVER SYSTEM REFER TO EXTERIOR ELEVATIONS FOR REVEAL LOCATIONS METAL STUD FRAMING, SUPPORTING ALUM. COLUMN COVER SYSTEM TO BE STRUCTURALLY INDEPENDENT FROM SOFFIT PANEL AND FRAMING (SECURE FRAMING TO PRECAST CONCRETE BEAMS AND COLUMNS) COORDINATE EXACT LOCATION OF FRAMING WITH COLUMN ENCLOSURE SUPPLIER PRE-FINISHED ALUM. COLUMN COVER SYSTEM PRE-FINISHED ALUM. COLUMN COVER SYSTEM PROVIDE 45 DEGREE LATERAL BRACING WIRES AT 45 DEGREE ANGLE FROM CENTER AT 10' O.C.. METAL COMPRESSION STRUT AT OUTER SUPPORTS, LATERAL BRACING LOCATIONS ONLY 03 -THIRD FLOOR F.F. 133' -4" INSULATED SPANDREL GLASS PANEL INSULATED SPANDREL GLASS PANEL INSULATED SPANDREL GLASS PANEL INSULATED SPANDREL GLASS PANEL 1" INSULATED VISION GLASS IN ALUMINUM CURTAINWALL FRAMING SYSTEM1" INSULATED VISION GLASS IN ALUMINUM CURTAINWALL FRAMING SYSTEM METAL STUD FRAMING AS REQ'D (COORDINATE STUD GAUGE AND SPECIFIC STUD FRAMING LOCATIONS W/ METAL PANEL SUPPLIER) A12-10 3 P4.4P4.8 2x2 LAY IN CEILING WITH 2" AXIOM TRIM A12-10 4 A12-10 5 2" SMOOTH INSULATED METAL PANEL - REFER TO REFLECTED CEILING PLANS FOR REVEAL LOCATIONS 2' - 8"9' - 9"2' - 8" 1' - 3 1/2"1' - 3 1/2"3' - 10"PROVIDE 45 DEGREE LATERAL BRACING WIRES AT 45 DEGREE ANGLE FROM CENTER AT 10' O.C.. METAL COMPRESSION STRUT AT OUTER SUPPORTS, LATERAL BRACING LOCATIONS ONLY P4.8 5/8" EXTERIOR GYPSUM SHEATHING EXTEND FULLY ADHERED ROOF MEMBRANE SYSTEM UP FACE OF SHEATHING AND ACROSS TOP OF WALL ANCHOR CLEAT TO TOP OF PLYWOOD TWO LAYERS OF 3/4" EXTERIOR GRADE PLYWOOD 4" PREFINISHED METAL COPING FULLY ADHERED EPDM ROOF, COVER BOARD AND TAPERED INSULATION, REFERENCE ROOF PLAN BENT PLATE -REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS AND SIZING OF SUPPORT STRUCTURE MEMBERS AND PERIMETER LINE BENT PLATES BACKER ROD & SEALANT ALUMINUM CURTAINWALL FRAMING SYSTEM -REFERENCE EXTERIOR ELEVATIONS & EXTERIOR GLAZING ELEVATIONS. 2" SEMI-RIGID MINTERAL WOOL INSULATION AT ALL SPANDREL LITES 6" METAL FRAMING BATT INSULATION AT TRANSITION FROM WALL SYSTEM AND ROOF INSULATION BRACE CURTAINWALL BACK TO STRUCTURE ROOF DECK. SEE STRUCTURAL. STRUCTURAL STEEL. SEE STRUCTURAL DRAWINGS. 2" 1 Garage South Level 4 134' -1" P4.4 2' - 8"1 1/2"TOP OF FLOOR2' - 11 3/4"2 3/4" 1 1/2" ALUMINUM HANDRAIL ALUMINUM SELF-ALIGNING POST BRACKET 2 1/2" x 2 1/2" STEEL TUBE -NOT IN BP #4.1 SEE STRUCTURAL BP#4 STRUCTURAL TRUSS VERTICAL STRUCTURE BEYOND BRIDGE FLOOR 4"4" BRACE CURTAINWALL BACK TO STRUCTURE 3 1/2" x 3 1/2" x 1/4" CONTINUOUS STEEL ANGLE - NOT IN BP #4.1 SEE STRUCTURAL BP#4 P4.4 METAL STUD FRAMING AS REQ'D (COORDINATE STUD GAUGE AND SPECIFIC STUD FRAMING LOCATIONS W/ METAL PANEL SUPPLIER)1/2"2' - 8" 1' - 3 1/2" 2" SMOOTH INSULATED METAL PANEL -REFER TO REFLECTED CEILING PLANS FOR REVEAL LOCATIONSCNTR OFREVEALCONT. ALUMINUM PANEL ENCLOSURE EXTRUSION BY METAL PANEL SUPPLIER -COLOR TO MATCH METAL PANEL INSULATED METAL "VERTICAL" JOINT, TYP. 7 1/2" ALUM CURTAIN WALL SYSTEM W/ 1" INSULATED GLASS (BUTT-GLAZED) CONT. BACKER ROD AND SEALANT SHIM AS REQ'D 03 -THIRD FLOOR F.F. 133' -4" J 2' - 11"2' - 3"1' - 2"2' - 1"1' - 6"1' - 10"2' - 0" PANEL(S) ABOVE CONC. BEAM WILL NEED TO BE FASTENED FROM ABOVE METAL STUD FRAMING AS REQ'D (COORDINATE STUD GAUGE AND SPECIFIC STUD FRAMING LOCATIONS W/ METAL PANEL SUPPLIER) 2" SMOOTH INSULATED METAL PANEL -REFER TO REFLECTED CEILING PLANS FOR REVEAL LOCATIONS PRE-FINISHED ALUM. COLUMN COVER PRECAST CONCRETE BEAM -SEE STRUCTURAL DWGS (BP #4) PRE-FINISHED ALUM. COLUMN COVER BEYOND REFER TO EXTERIOR ELEVATIONS FOR REVEAL LOCATIONS METAL STUD FRAMING, SUPPORTING ALUM. COLUMN COVER SYSTEM TO BE STRUCTURALLY INDEPENDENT FROM SOFFIT PANEL AND FRAMING (SECURE FRAMING TO PRECAST CONCRETE BEAMS AND COLUMNS) COORDINATE EXACT LOCATION OF FRAMING WITH COLUMN ENCLOSURE SUPPLIER REFER TO BID PACKAGE #5 FOR EXPANSION JOINT COVER INFORMATION REFER TO BID PACKAGE #5 FOR EXPANSION JOINT INFORMATION1' - 0"REFER TO BID PACKAGE #4 FOR BRIDGE STRUCTURE Architecture | Engineering | Interior Design 1715 Magnavox Way Fort Wayne, IN 46804 260.432.9337 930 North Meridian Indianapolis, IN 46204 317.917.1190 SHEET TITLE SHEET NUMBER SET DESCRIPTION PROJECT NO.DATE MSKTD & Associates www.msktd.com BP #4.1 - Parking Garage & Skybridge Arch / MEPT / Interiors Package 4/29/2020 3:38:15 PMSkybridge Wall Sections and Details A12-1010776 and 10777 Illinois StreetCarmel, IndianaFranciscan OrthopedicCenter of Excellence7382 12-12-19A Project for:1/2" = 1'-0" Wall Section - Skybridge1 1/2" = 1'-0" Wall Section - Skybridge2 1 1/2" = 1'-0" Skybridge - Parapet Detail3 1 1/2" = 1'-0" SkyBridge - Handrail Detail4 1 1/2" = 1'-0" Skybridge - Soffit Detail5 3/4" = 1'-0" Wall Section - Skybridge6 REV. DATE 1 ASI #23-BP4.1 04-30-20 Garage South Level 1 100' -1" PE 7 1/2"5/8"1"1"1' - 4"10" 2' - 3" PRE-FINISHED ALUM. COLUMN COVER METAL STUD FRAMING AS REQUIRED (COORDINATE STUD GAUGE AND SPECIFIC STUD FRAMING LOCATIONS W/ COLUMN COVER SUPPLIER) COLUMN COVER SLOTTED MOUNTING CLIP BY COLUMN COVER SUPPLIER CONCRETE COLUMN ENCLOSURE BASE EXTENDS OUT 1" BEYOND FACE OF COLUMN ENCLOSURE ABOVE, TYPICAL SHIM AS REQ'D CONT. ENCLOSURE RING AT BASE BY COLUMN COVER SUPPLIER 2 " Garage South Level 2 111' -5" PE 7 1/8"1' - 1 1/4" (F.V.)SUSPENDED ACOUSTIC CEILING SYSTEM ALUM. CURTAIN WALL WINDOW SYSTEM REFER TO EXTERIOR ELEVATIONS FOR GLAZING TYPE ATTACH CONT. CEILING SYSTEM EDGE ANGE TO TOP OF WINDOW MULLION 3 5/8" METAL STUD FRAMING AT 12" O.C. (SECURE STUD TRACK TO CONCRETE FLOOR SLAB AND AT ENDS OF STUD WALL TO ADJOINING WALLS AT EAST AND WEST ENDS) PRECAST CONCRETE STRUCTURE 7 1/2"2"10" 5/8" GYP BOARD OVER 5/8" FIRE RATED PLYWOOD REFER TO FINISH PLANS FOR WALL BASE CONT. ALUMINUM STOOL EXTRUSION TRIM BY CURTAIN WALL MANUFACTURER 1 1 Garage South Level 4 134' -1" PE CONT. RETAINER EXTRUSION BY IMP SUPPLIER -COLOR/FINISH TO MATCH METAL PANEL ALUM. CURTAIN WALL WINDOW SYSTEM REFER TO EXTERIOR ELEVATIONS FOR GLAZING TYPE 2" SMOOTH INSULATED METAL PANEL -REFER TO REFLECTED CEILING PLANS FOR REVEAL LOCATIONS TREATED 1X WRAPPED W/ BRAKE METAL TRIM TO MATCH METAL PANELS -EXTEND MTL TRIM BEYOND WINDOW FRAME CONT. BACKER ROD AND SEALANT SHIM AS REQ'D BACKER ROD & SEALANT -BOTH SIDES OF FRAME TREATED 1X BLOCKING 6" MTL STUD BOX HEADER SUSPENDED ACOUSTIC CEILING METAL STUD FRAMING AS REQ'D (COORDINATE STUD GAUGE AND SPECIFIC STUD FRAMING LOCATIONS W/ METAL PANEL SUPPLIER) 5/8" GYP BOARD (RETURN TO PRECAST BEAM ABOVE CEILING) CLIP 6" METAL STUD FRAMING BACK TO PRECAST BEAM AUTOMATIC SLIDING DOOR SYSTEM ALUM. THRESHOLD (BY DOOR SUPPLIER) TO COVER EXPANSION JOINT 10" REFER TO BP #4 FOR STRUCTURAL INFORMATION PA 1"4 1/2" ALUMINUM STOREFRONT WINDOW SYSTEM CONTINUOUS SILL TRIM TO MATCH STOREFRONT WINDOW SELF-ADHERING FOIL FACED FLASHING, EXTEND 3" MIN. 1 1/2" METAL STUD HAT CHANNELS AT 16" O.C. MAX (COORDINATE STUD GAUGE AND SPECIFIC CHANNEL FRAMING LOCATIONS W/ METAL PANEL SUPPLIER 2" INSULATED METAL PANEL 2x TREATED WOOD BLOCKING PRECAST CONCRETE STRUCTURE. SEE PARKING GARAGE STRUCTURAL DRAWINGS. SHIMS, AS NEEDED. BACKER ROD & SEALANT, BOTH SIDES PA 1/2"1"4 1/2" 2"1 1/2" PREFINISHED BREAK METAL HEAD TRIM BACKER ROD & SEALANT, BOTH SIDES. SHIMS, AS NEEDED. ALUMINUM STOREFRONT WINDOW SYSTEM PRECAST CONCRETE STRUCTURE. SEE PARKING GARAGE STRUCTURAL DRAWINGS. BASE EXTRUSION BY METAL PANEL MANUFACTURER. 2" INSULATED METAL PANEL 1 1/2" METAL STUD FURRING AT 16" O.C. MAX (COORDINATE STUD GAUGE AND SPECIFIC STUD FRAMING LOCATIONS W/ METAL PANEL SUPPLIER PA EXTEND FULLY ADHERED ROOF MEMBRANE SYSTEM UP FACE OF PRECAST AND ACROSS TOP OF WALL ANCHOR CLEAT TO TOP OF PLYWOOD, BOTH SIDES TWO LAYERS OF 3/4" EXTERIOR GRADE PLYWOOD PREFINISHED METAL COPING TO MATCH METAL WALL PANELS TAPERED INSULATION (NO MINIMUM REQUIRED) -REFERENCE ROOF PLAN 1 1/2" METAL STUD HAT CHANNELS AT 16" O.C. MAX (COORDINATE STUD GAUGE AND SPECIFIC CHANNEL FRAMING LOCATIONS W/ METAL PANEL SUPPLIER PRECAST CONCRETE STRUCTURE. SEE PARKING GARAGE STRUCTURAL DRAWINGS. 2" INSULATED METAL PANEL PRECAST PANEL (BEYOND) 2" 1 1/2" 150' - 11 1/2" TOP OF PRECAST Garage South Level 1 100' -1" PA PREFINISHED CLOSURE FLASHING, MATCH PANEL FINISH 1 1/2" METAL STUD HAT CHANNELS AT 16" O.C. MAX (COORDINATE STUD GAUGE AND SPECIFIC CHANNEL FRAMING LOCATIONS W/ METAL PANEL SUPPLIER 2" INSULATED METAL PANEL PRECAST CONCRETE STRUCTURE. SEE PARKING GARAGE STRUCTURAL DRAWINGS. 2"1 1/2" WRAP BOTTOM OF METAL STUD FURRING WITH PREFINISHED BREAK METAL TRIM. P4.4 PE 2' - 8"1" TYP 1" TYP EQ EQ 1/2" 5/8" TYP3/4" TYP(SEE ELEVATIONS) DEPTH VARIES1"3"4 1/2" PRE-FINISHED ALUM. COLUMN COVER METAL STUD FRAMING AS REQUIRED (COORDINATE STUD GAUGE AND SPECIFIC STUD FRAMING LOCATIONS W/ COLUMN COVER SUPPLIER) CONCRETE COLUMN ENCLOSURE BASE BELOW -EXTENDS OUT 1" BEYOND FACE OF COLUMN ENCLOSURE ABOVE, TYPICAL SHIM AS REQ'D PRECAST CONCRETE COLUMN -SEE STRUCTURAL DWGS (BP #4) VERTICAL JOINT COVER, TYP COLUMN ENCLOSURE EXTENDS BEYOND FACE OF COLUMN BASE BELOW (ON THIS SIDE OF COLUMN ONLY)1' - 0"7 1/2"1/2"7"BACKER ROD & SEALANT 1 1/2" RIGID INSULATION BOARD ALUM. CURTAIN WALL WINDOW SYSTEM TREATED WOOD BLOCKING ALUM. BRAKE METAL TRIM BY CURTAIN WALL SUPPLIER -WRAP BLOCKING AND EXTEND BEYOND WINDOW FRAME ALUM. BRAKE METAL TRIM TO COVER GAP BETWEEN DOOR FRAME AND PRECAST COLUMN BY CURTAIN WALL SUPPLIER 5/8" EXT SHEATHING W/ AIR & WATER BARRIER TREATED BLOCKING BATT INSULATION 2 1/2" METAL STUD FRAMING BACKER ROD & SEALANT -BOTH SIDES OF FRAME CONCRETE CURB BELOW 5/8" GYP BOARD ALUM. DOOR SYSTEM BACKER ROD & SEALANT ADHERE GYP BOARD TO PRECAST COLUMN AT FRAME BLOCKING AS REQ'D 1 2"1 PE EXTEND FULLY ADHERED ROOF MEMBRANE SYSTEM UP FACE OF PRECAST AND ACROSS TOP OF WALL ANCHOR CLEAT TO TOP OF PLYWOOD, BOTH SIDES TWO LAYERS OF 3/4" EXTERIOR GRADE PLYWOOD PREFINISHED METAL COPING TAPERED INSULATION -REFERENCE ROOF PLAN PRECAST CONCRETE STRUCTURE. SEE PARKING GARAGE STRUCTURAL DRAWINGS. 150' - 11 1/2" TOP OF PRECAST EXTEND FULLY ADHERED ROOF MEMBRANE SYSTEM UP FACE OF PRECAST TO TERMINATION BAR TERMINATION BAR SET IN MASTIC CONTINUOUS SEALANT RIGID INSULATION (MINIMUM 3 1/2" THICKNESS) METAL ROOF DECK. STRUCTURAL STEEL. SEE STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD 2 1/2" METAL FRAMING. BRACE TO PRECAST, AS NEEDED. 5/8" GYPSUM BOARD 2 1/2" METAL FRAMING. METAL STUD BOX HEADER ALUMINUM STOREFRONT SYSTEM SEALANT, BOTH SIDES SHIMS, AS NEEDED. 5/8" PLYWOOD SUSPENDED ACOUSTICAL CEILING WITH 2" AXIOM TRIM. ACOUSTICAL CEILING TILE 8' - 10" A.F.F. BOT. OF BULKHEAD THIS FACE OF GYPSUM BOARD SLOPES SLIGHTLY TO MATCH THE BRIDGE STRUCTURE. 7 1/4" ±1' - 6"7 3/8" ± WALL BEYOND SLIGHTLY SLOPES TO MATCH BRIDGE STRUCTURE. P4.4 PE AUTOMATIC BI-PARTING DOOR -REFERENCE DOOR SCHEDULE AND SPECIFICATIONS CONTINUOUS SEALANT (BOTH SIDES) FIRE TREATED WOOD BLOCKING SHIMS, AS NEEDED. RETURN GYPSUM BOARD TO DOOR FRAME. SEALANT, BOTH SIDES. SEE PARTITION TYPES FOR WALL CONSTRUCTION. COLUMN. SEE STRUCTURAL IN BID PACKAGE #4. THIS FACE TO FOLLOW THE SLOPE OF THE BRIDGE/ADJACENT STRUCTURAL STEEL (NOT PLUMB). SEALANT. SHIMS, AS NEEDED. ALUMINUM STOREFRONT DOOR & FRAME HANDRAIL. SEE HANDRAIL DETAILS FOR ADDITIONAL INFORMATION. BRIDGE STRUCTURE. SEE BUILDING PACKAGE #4.7 1/4" ±ALUMINUM CURTAIN WALL WITH 1" INSULATED GLASS. SEE ELEVATIONS/GLAZING ELEVATIONS FOR ADDITIONAL INFORMATION.2"PREFINISHED BREAK METAL BY CURTAINWALL MANUFACTURER.1"CLEAR SPACE BETWEEN PRECAST STRUCTURE AND CURTAINWALL (TYP.) CLIP CURTAINWALL TO PRECAST STRUCTURE AT EACH FLOOR (TYP)2" P4.8 J 5/8" TYP3/4" TYPPRE-FINISHED ALUM. COLUMN COVER METAL STUD FRAMING AS REQUIRED (COORDINATE STUD GAUGE AND SPECIFIC STUD FRAMING LOCATIONS W/ COLUMN COVER SUPPLIER) CONCRETE COLUMN ENCLOSURE BASE BELOW -EXTENDS OUT 1" BEYOND FACE OF COLUMN ENCLOSURE ABOVE, TYPICAL SHIM AS REQ'D PRECAST CONCRETE COLUMN -SEE STRUCTURAL DWGS (BP #4) VERTICAL JOINT COVER, TYP 2' - 8" 1" TYP 1" TYP.(SEE ELEVATIONS AND SECTIONS FOR PROFILE) OVERALL DEPTH VARIES2' - 3"EQ EQ 1/2"2' - 0"COLUMN ENCLOSURE EXTENDS BEYOND FACE OF COLUMN BASE BELOW (ON THIS SIDE OF COLUMN ONLY) Garage South Level 2 111' -5" P4.8 PRECAST WALL, REF. STRUCTURAL ELEVATOR DOOR JAMB (WRAP) ELEVATOR DOOR SILL SILL ANGLE BY ELEVATOR SUPPLIER PRECAST EMBED -REFER TO BP #4 Architecture | Engineering | Interior Design 1715 Magnavox Way Fort Wayne, IN 46804 260.432.9337 930 North Meridian Indianapolis, IN 46204 317.917.1190 SHEET TITLE SHEET NUMBER SET DESCRIPTION PROJECT NO.DATE MSKTD & Associates www.msktd.com BP #4.1 - Parking Garage & Skybridge Arch / MEPT / Interiors Package 4/29/2020 3:38:30 PMSkybridge/Parking Garage Enlarged Details A12-1210776 and 10777 Illinois StreetCarmel, IndianaFranciscan OrthopedicCenter of Excellence7382 12-12-19A Project for:1 1/2" = 1'-0" Skybridge - Column Base Detail1 1 1/2" = 1'-0" Skybridge - Curtain Wall Detail2 1 1/2" = 1'-0" Skybridge - Curtain Wall Detail3 1 1/2" = 1'-0" Sill Detail5 1 1/2" = 1'-0" Head Detail6 1 1/2" = 1'-0" Coping Detail7 1 1/2" = 1'-0" Wall Base Detail4 1 1/2" = 1'-0" 1st Floor Enlarged Plan10 1 1/2" = 1'-0" Skybridge - Curtain Wall Detail8 1 1/2" = 1'-0" 4th Floor Enlarged Plan11 1 1/2" = 1'-0" Skybridge - Column Base Detail9 1 1/2" = 1'-0" Elevator Door Sill12 REV. DATE 1 ASI #23-BP4.1 04-30-20 Garage South Level 1 100' -1" Garage South Level 2 111' -5" Garage South Level 3 122' -9"2 1/2"5' - 10 3/4"2 1/2"3' - 9 1/2"2 1/2"7' - 1 1/2"2 1/2"4' - 0 1/4"2 1/2"7' - 2"2 1/2"7 1/2"29' - 10 1/2"2 1/2" EQ.2 1/2" SEE SCHEDULE 2 1/2"EQ. 2 1/2"SEE SCHEDULE2 1/2"4' - 8"4' - 8"2 1/2" 9' - 9" CL PG1000A Garage South Level 1 100' -1" Garage South Level 2 111' -5" Garage South Level 3 122' -9" Garage South Level 4 134' -1" PE 2 1/2"7' - 2"2 1/2"4' - 0 1/4"2 1/2"7' - 1 1/2"2 1/2"3' - 9 1/2"2 1/2"6' - 3 3/4"2 1/2"3' - 8 5/8"2 1/2"12' - 6 1/4"2 1/2"3' - 8 5/8"2 1/2"50' - 3"2 1/2"3' - 2 1/2"5' - 0"5' - 0"5' - 0"3' - 2 1/2" 21' - 7 1/2" CL CL CL CL 1 1 1 2"3' - 8"2" 4' - 0"2"7' - 0"2"7' - 4"EXTERIOR GLAZING LEGEND PANEL LABEL DESCRIPTION NOTES INSULATED GLAZING UNIT LOW-E CLEAR INSULATED GLAZINGIGL-1 IGL-3 IGL-2 INSULATED GLAZING UNIT LOW-E BLUE TINTED INSULATED GLAZING SPANDREL UNIT INSULATED SPANDREL UNIT TO MATCH IGL-2 8 9 Garage South Level 1 100' -1" Garage South Level 2 111' -5" Garage South Level 3 122' -9" Garage South Level 4 134' -1"2 1/2"3' - 8 5/8"2 1/2"12' - 6 1/4"2 1/2"3' - 8 5/8"2 1/2"6' - 3 3/4"2 1/2"3' - 9 1/2"2 1/2"7' - 1 1/2"2 1/2"4' - 0 1/4"2 1/2"7' - 2"2 1/2"50' - 3"3' - 1 1/4"5' - 0"3' - 1 1/4"2 1/2" 11' - 5" CL CL 1 1 1 2"3' - 9 1/2" ±2" 2' - 7 1/2" ± 2" 6' - 11"2"4' - 2"2"4' - 6"CENTER MULLION ON PRECAST PANEL JOINT FG-1SEE SCHEDULESEE SCHEDULE 1' - 0"6"6"6" F-1 FG-2SEE SCHEDULE1' - 0"6"6"6"6"6" SEE SCHEDULE SEE SCHEDULE SEE SCHEDULET TT BI-PARTING AUTOMATIC SLIDING GLASS DOOR BG-2 SEE SCHEDULE SEE SCHEDULETTTT F-2SEE SCHEDULESEE SCHEDULE AUTOMATIC BI-PARTING DOOR -REFERENCE DOOR SCHEDULE AND SPECIFICATIONS ALUMINUM CURTAINWALL SYSTEM -REFERENCE EXTERIOR ELEVATIONS AND EXTERIOR GLAZING ELEVATIONS AUTOMATIC OPERATOR/HEADER BY DOOR SUPPLIER -REFERENCE SPECIFICATIONS REFER TO PARTITION TYPE FOR WALL CONSTRUCTION CONTINUOUS SEALANT (BOTH SIDES) HOLLOW METAL DOOR FRAME2"SEE SCHEDULEREFER TO PARTITION TYPE FOR WALL CONSTRUCTION CONTINUOUS SEALANT (BOTH SIDES) HOLLOW METAL DOOR FRAME 2"SEE SCHEDULE ALUMINUM ENTRANCE DOOR -REFERENCE DOOR SCHEDULE AND SPECIFICATIONS ALUMINUM CURTAINWALL SYSTEM -REFERENCE EXTERIOR ELEVATIONS AND EXTERIOR GLAZING ELEVATIONS ALUMINUM ENTRANCE DOOR -REFERENCE DOOR SCHEDULE AND SPECIFICATIONS ALUMINUM CURTAINWALL SYSTEM -REFERENCE EXTERIOR ELEVATIONS AND EXTERIOR GLAZING ELEVATIONS 1/2" TEMPERED GLASS CONTINUOUS SEALANT (BOTH SIDES) 1X WOOD BLOCKING 1/2" TEMPERED GLASS CONTINUOUS SEALANT (BOTH SIDES) 1 2"SEE SCHEDULE 2"2"SEE SCHEDULE3SEE SCHEDULE2"2"SEE SCHEDULE 2" 1.4SEE SCHEDULE4"2"SEE SCHEDULE 2" 3.4SEE SCHEDULE4"2"SEE SCHEDULE 2" Architecture | Engineering | Interior Design 1715 Magnavox Way Fort Wayne, IN 46804 260.432.9337 930 North Meridian Indianapolis, IN 46204 317.917.1190 SHEET TITLE SHEET NUMBER SET DESCRIPTION PROJECT NO.DATE MSKTD & Associates www.msktd.com BP #4.1 - Parking Garage & Skybridge Arch / MEPT / Interiors Package 4/29/2020 3:38:37 PMParking Garage Door Schedule and Glazing Elevations A12-1310776 and 10777 Illinois StreetCarmel, IndianaFranciscan OrthopedicCenter of Excellence7382 12-12-19A Project for:1/4" = 1'-0" Ext. Glazing ElevationBB 1/4" = 1'-0" Ext. Glazing ElevationDD 1/4" = 1'-0" Ext. Glazing ElevationCC Door and Opening Schedule - Parking Garage Opening No. Door Lockset Door Location Door Frame Details Label Door Glass Power Req'd Comm Req'd Hdw. Set RemarksWidth Height Config. Mat. Ele. Mat. Ele. Head Jamb PG1000A LOBBY 6' - 0" 8' - 0" DOUBLE ALUM FG-2 AL BB 5/A12-13 6/A12-13 -- IGL-1 P-02 PG1000B PARKING DECK 6' - 0" 7' - 0" DOUBLE ALUM FG-2 AL 3 3/A12-13 4/A12-13 -- IGL-1 P-03 PG1001 3' - 0" 8' - 0" SINGLE STEEL MESH -- -- -- -- -- -- -- P-07 LOCKABLE FENCE GATE CARD READER WITH EGRESS HARDWARE PG1002 MAINTENANCE 6' - 0" 7' - 0" DOUBLE HM F-2 FW-HM 3 1/A12-13 2/A12-13 -- -- P-06 PG1003 ELECTRICAL 3' - 0" 7' - 0" SINGLE HM F-1 FW-HM 1 1/A12-13 2/A12-13 -- -- P-05 PG1004 IT/DATA 3' - 0" 7' - 0" SINGLE HM F-1 FW-HM 1 1/A12-13 2/A12-13 -- -- P-05 PG2000 GARAGE DECK 6' - 0" 7' - 0" DOUBLE ALUM FG-2 AL 3 3/A12-13 4/A12-13 -- IGL-1 P-03 PG3000 PARKING DECK 6' - 0" 7' - 0" DOUBLE ALUM FG-2 AL 3 3/A12-13 4/A12-13 -- IGL-1 P-03 PG4000 PARKING DECK 6' - 0" 7' - 0" DOUBLE ALUM FG-2 AL 3 3/A12-13 4/A12-13 -- IGL-1 P-03 PGSB300 SKY BRIDGE 10' - 0" 7' - 6" SLIDERS -- BG-2 -- -- 7/A12-13 & 8/A12-12 11/A12-12 -- IGL-2 P-04 PGST1-1 STAIR 3' - 0" 7' - 0" SINGLE ALUM FG-1 AL 1 3/A12-13 4/A12-13 & 10/A12-12 -- IGL-1 P-01 PGST1-2 STAIR 3' - 0" 7' - 0" SINGLE ALUM FG-1 AL 1 3/A12-13 4/A12-13 & 11/A12-12 -- IGL-1 P-01 PGST1-3 STAIR 3' - 0" 7' - 0" SINGLE ALUM FG-1 AL 1 3/A12-13 4/A12-13 & 11/A12-12 -- IGL-1 P-01 PGST1-4 STAIR 3' - 0" 7' - 0" SINGLE ALUM FG-1 AL 1 3/A12-13 4/A12-13 & 11/A12-12 -- IGL-1 P-01 PGST2-4 STAIR 3' - 0" 7' - 7" SINGLE ALUM FG-1 AL 1 3/A12-13 (SIM) 4/A12-13 (SIM) -- IGL-1 P-01 1/4" = 1'-0" Ext. Glazing ElevationAA 1/4" = 1'-0" Ext. Glazing ElevationEE Door Elevations 1 1/2" = 1'-0" Biparting Door Head7 1 1/2" = 1'-0" Typical HM Door Head1 1 1/2" = 1'-0" Typical HM Door Jamb2 1 1/2" = 1'-0" Ext. Glass Door Head5 1 1/2" = 1'-0" Ext. Glass Door Jamb6 1 1/2" = 1'-0" Int. Glass Door Head3 1 1/2" = 1'-0" Int. Glass Door Jamb4 Frame Elevations 1 REV. DATE 1 ASI #23-BP4.1 04-30-20 1 PD P4 P5P4.4 PE P4.8 P5.2 A.F.F. 8' - 2 1/2"ELEVATOR PGE-2 ELEVATOR PGE-1 LOBBY PG1000 STAIR PGST1-1 GARAGE SKYBRIDGE GARAGE SKYBRIDGE ACT1 PD P4 P5P4.4 PE P4.8 P5.2 GARAGE SKYBRIDGE GARAGE SKYBRIDGE STAIR PGST1-2 LOBBY PG2000 A.F.F. 8' - 5" ELEVATOR PGE-2 ELEVATOR PGE-1 ACT1 109 H 6 A12-10 1 A12-10 2 A12-10 1 A12-9 PD P4 P5P4.4 PE P4.8 P5.2 J 8 A12-7 LOBBY PG3000 STAIR PGST1-3 AREA BAREA AGARAGE SKYBRIDGE GARAGE SKYBRIDGE A.F.F. 8' - 4" INSULATED METAL PANEL SOFFIT. SLOPES TO FOLLOW STRUCTURE OF BRIDGE. SEE DETAILS. 2' - 8"9' - 9"2' - 8" 15' - 1"TYP.2' - 6"4' - 5"3' - 6"PREFINISHED ALUM. COLUMN COVERS (BELOW INSULATED METAL PANELS) SEE WALL SECTIONS FOR PROFILE DETAIL. PREFINISHED ALUM. COLUMN COVERS (BELOW INSULATED METAL PANELS) SEE WALL SECTIONS FOR PROFILE DETAIL. ELEVATOR PGE-2 ELEVATOR PGE-1 SKYBRIDGE AREA A (BP5) SKYBRIDGE AREA B (BP5)(BP5)(BP5)ACT1 CENTER SOFFIT LIGHTING IN PANELS, TYPICAL. SEE ELECTRICAL 1089 H 1 A12-10 2 A12-10 1 A12-9 PD P5P4.4 PE P4.8 J STAIR PGST1-4 LOBBY PG4000 SKYBRIDGE AREA A (BP5) SKYBRIDGE AREA B (BP5)AREA BAREA AGARAGE SKYBRIDGE GARAGE SKYBRIDGE A.F.F. 9' - 0" A.F.F. 9' - 0" SKYBRIDGE CEILING SLOPES TO FOLLOW SLOPE OF FLOOR. A.F.F. 8' - 10" OPEN TO ABOVE. NO CEILING IN THIS AREA. OPEN TO ABOVE. NO CEILING IN THIS AREA. EQ.8' - 0"EQ.1' - 0"EQ.EQ.8' - 0"EQ. ELEVATOR PGE-2 ELEVATOR PGE-1 (BP5)(BP5)ACT1 ACT1 SKY BRIDGE SB300 ACOUSTIC CEILING TILE WITH 2" AXIOM TRIM RC20 1 True North MOB HOSPITAL B SKYBRIDGE PARKING GARAGE A C BP#4.1 BP#5 Architecture | Engineering | Interior Design 1715 Magnavox Way Fort Wayne, IN 46804 260.432.9337 930 North Meridian Indianapolis, IN 46204 317.917.1190 SHEET TITLE SHEET NUMBER SET DESCRIPTION PROJECT NO.DATE MSKTD & Associates www.msktd.com BP #4.1 - Parking Garage & Skybridge Arch / MEPT / Interiors Package KEY PLAN 4/29/2020 3:38:47 PMSkybridge/Parking Garage Reflected Ceiling Plans A12-1410776 and 10777 Illinois StreetCarmel, IndianaFranciscan OrthopedicCenter of Excellence7382 12-12-19A Project for:1/8" = 1'-0" First Floor Reflected Ceiling Plan1 1/8" = 1'-0" Second Floor Reflected Ceiling Plan2 1/8" = 1'-0" Third Floor Reflected Ceiling Plan3 1/8" = 1'-0" Fourth Floor Reflected Ceiling Plan4 Specific Reflected Ceiling Plan Notes RC20 2" AXIOM EDGE TRIM AT PERIMETER OF FLOATING CEILING. COORDINATE DETAILS FOR HEIGHT. 1 REV. DATE 1 ASI #23-BP4.1 04-30-20