Loading...
HomeMy WebLinkAboutasi-10-BP#4 revisions_with attachmentsARCHITECT'S SUPPLEMENTAL INSTRUCTIONS PROJECT: Franciscan Orthopedic Center of Excellence ARCHITECT'S SUPPLEMENTAL BP #4 INSTRUCTION NO.: ASI-10 OWNER: Tonn & Blank Construction, LLC DATE OF ISSUANCE: January 31, 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-10.1 Replace drawings S-401, S-503 and S-561 with those attached. Attachments: ASI #10 Drawings from WGI 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 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"7"1'-9"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"20'-0"10"10"9'-2"10'-0"9S-5037S-5032S-5031S-5033'-8"RO6'-4"2'-6"1"3'-4"1"10"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'-4"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 DETAIL4 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-501SP13S-55113S-55111S-50311S-503MIN 1'-0"MIN 3'-0"MIN 1'-0"COORD WALL STRUCTURAL INFILL WITH ELEV INSTALL5'-0"1'-1"5'-0"1"5'-10"8'-3"11"5'-0"SPPDP4P5P4.4PEP4.814'-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"3'-8"RO6'-4"2'-6"RO3'-4"10"11S-53511S-5351'-11 1/2"RO8'-11 1/2"BOT OPG 112'-6"TO OPG 119'-8"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-522SP16S-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 #4MIN 1'-0"MIN 3'-0"MIN 1'-0"5'-0"1'-1"5'-0"1"8'-3"11"5'-0"SPPDP4P5P4.4PEP4.814'-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"3'-8"RO6'-4"2'-6"11S-53511S-5351'-11 1/2"RO8'-11 1/2"BOT OPG 123'-10"TO OPG 130'-2"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"SP16S-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 #4MIN 1'-0"MIN 3'-0"MIN 1'-0"10"BO3'-4"5'-0"1'-1"5'-0"1"8'-3"11"5'-0"SPArchitecture | 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& Associates1/30/2020 4:30:55 PMENLARGED SOUTH TOWERPLANS - STRUCTURALS-401Carmel, IndianaFranciscan OrthopedicCenter of Excellence738210/11/2019NEW 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 - STRUCTURAL111222REV. DATE1 BP4 ADDENDUM 1 10/21/20192 BP4 ADDENDUM 3 12/11/20193 BP4 ASI#10 01/31/2020333 REFER TO CIVILELPCC WALLSIDEWALK/ LANDSCAPEREFER TO PLANTOF ELP5MEMBRANE WATERPROOFINGMEMBRANE WATERPROOFINGCONN BY PCC MFR REFER TO DETAILS 4 OR 8/S-5351"1"10"1"7'-2"1"3"7"1"REFER TO PLANTOS ELCONC SOGBOND BREAKERMAT FTG, REFER TO PLANELEVATOR PITP4.8#5 @ 12" OC2'-6"WATERSTOP, TYP AT PIT1'-0" CIP CONC WALL W/ #4 @ 12" OC HORIZ & #5 @ 12 OC VERT, EWEFELEVATOR SILL ANGLE, REF TO DET 17/S-5351'-0"1'-0"FDN DRAIN, REFER TO CIVILREFER TO DET 1/S-502 FOR BACKFILL CONDITION AT PIT WALLSREFER TO CIVILELPCC WALLSIDEWALK/ LANDSCAPEREFER TO PLANTOF ELPEMEMBRANE WATERPROOFINGMEMBRANE WATERPROOFINGCONN BY PCC MFR REFER TO DETAILS 4 OR 8/S-5353 1/2"1"10"1" 19'-10"1"10"1"REFER TO PLANTOS ELCONC SOGBOND BREAKERELEVATOR PITPD#5 @ 12" OC2'-6"WATERSTOP, TYP AT PIT1'-0" CIP CONC WALL W/ #4 @ 12" OC HORIZ & #5 @ 12 OC VERT, EWEF1'-0"1'-0"MAT FTG, REFER TO PLANFDN DRAIN, REFER TO CIVILREFER TO DET 1/S-502 FOR BACKFILL CONDITION AT PIT WALLSSUMP PIT2'-0"COORDINATE WITH PLUMBING DRAWINGS1'-9"3"3"1'-9"6'-0"2'-0"2'-0"2'-0"2'-0"1 1/4 X 1 1/4 X 1/4 STEEL ANGLE W/ 1/2" DIA X 6" HEADED STUDS @ 16" OC (HOT -DIP GALV)1" STEEL GRATING (GALV)CIP CONC WALL, REFER TO PLANMAT FTG REINF, REFER TO PLAN. REFER TO FTG STEP DETAIL 5/S-50112P4.8ELEVATOR SILL ANGLE, REF TO DET 17/S-5351"1"10"1"1'-0"1'-6"LAP SPLICE2'-6"10" CMU WALL WHERE REQD W/ #4 @ 8" OC. GROUT CORES SOLID @ REINF#4 DOWELS X 5'-0" @ 8" OC AT CMU WALLSCIP CONC SOG#4 @ 12" OC3'-0"3'-0"CIP CONC WALL12P4.4PE3 1/2"1'-1"1"1'-0"4 1/2"10"10"7"1'-5"3"1"10"CONC WALL, REFER TO DETAILS(14) #6 VERT W/ STD HK IN FTG#4 TIES @ 12" OC ADDL TIES (3) @ 2" OC AT TOP OF PILASTERNOTE: WALL REINF NOT SHOWN FOR CLARITY. HORIZ WALL REINF SHALL BE CONTINUOUS THRU PILASTERTO PILASTER EL = TOW EL, REFER TO PLANP4.8PE4 1/2"1'-1"1"1'-0"3 1/2"1"3"8"9"7"10"10"11"CONC WALL, REFER TO DETAILSNOTE: WALL REINF NOT SHOWN FOR CLARITY. HORIZ WALL REINF SHALL BE CONTINUOUS THRU PILASTER1'-4 1/2"#4 TIES @ 12" OC ADDL TIES (3) @ 2" OC AT TOP OF PILASTER(14) #6 VERT W/ STD HK IN FTGTO PILASTER EL = TOW EL, REFER TO PLANPEREFER TO PLANTOS ELREFER TO CIVILTO GRADE ELREFER TO PLANTOF ELCIP CONC SOG2'-10"1'-6"LAP SPLICECLASS B1'-0"10"1'-0"10"10"GLAZING BEYOND, REFER TO ARCH1'-0"1'-0"213'-0"3'-0"#4 @ 12" OCTOOLED JOINT W/ SEALANTCIVIL SITE SLAB3/4" ⌀X 1'-4" SMOOTH DOWEL @ 12" OC W/ SLEEVE OR PRE-ATTACHED POLYETHYLENE COATING. PAINT DOWEL W/ BOND BREAKING COMPONENT. PROVIDE CHAIRS AS REQD FOR HORIZ ALIGNMENT OVER JOINT.#4 @ 6" OC W/ STD HKS(4) #5 X CONTCIP CONC WALL W/ #4 @ 12" OC HORIZ & #5 @ 12" OC VERT, EWEFREFER TO PLANTOW BEYONDFDN DRAIN, REFER TO CIVILP4REFER TO PLANTOS ELREFER TO CIVILTO GRADE ELREFER TO PLANTOF ELCIP CONC SOG2'-10"1'-6"LAP SPLICECLASS B1'-0"10"1'-0"GLAZING BEYOND, REFER TO ARCHCIVIL SITE SLAB#4 @ 6" OC W/ STD HKS T&B(5) #7 T&B CONTCIP CONC WALL W/ #4 @ 12" OC HORIZ & #5 @ 12" OC VERT, EWEFREFER TO PLANTOW EL2'-2"10"BOND BREAKERFDN DRAIN, REFER TO CIVILPEREFER TO PLANTOF EL#7 @ 12" OC EW2'-0"4'-0"4'-0"10"10"1"CONNECTION BY PCC MFR, REFER TO DETAIL 4 OR 8/S-535LAP SPLICECLASS BPCC WALLCIP CONC WALL W/ #5 @ 12" OC HORIZ & #5 @ 12" OC VERT, EWEFREFER TO PLANTOS ELREFER TO CIVILTO GRADE ELCIP CONC SOGGLAZING, REFER TO ARCHCIVIL SITE SLABREFER TO PLANTOW ELBOND BREAKER#5 @ 12" OC2'-6"FDN DRAIN, REFER TO CIVILP4.4REFER TO PLANTOS ELREFER TO PLANTOS ELREFER TO PLANTOF ELCIP CONC SOG2'-0"LAP SPLICECLASS B1'-0"1'-0"1'-0"CIP CONC SOG#4 @ 6" OC W/ STD HKS T&B(5) #7 T&B CONTCIP CONC WALL W/ #4 @ 12" OC HORIZ & #5 @ 12" OC VERT, EWEFREFER TO PLANTOW EL1"1"10"1"BOND BREAKERCONN BY PCC MFR, REFER TO DET 4 OR 8/S-535PCC WALL#5 @ 12" OC2'-6"3'-0"REFER TO PLANTOF ELREFER TO PLANTOS ELCIP CONC SOGTOOLED JOINT W/ SEALANT, REFER TO 3/S-541LAP SPLICECLASS BCIP CONC WALL W/ #4 @ 12" OC HORIZ & #5 @ 12" OC VERT, EWEF1'-0"12CIP CONC FOOTING3'-0" TYP1'-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 / BridgeStructural PackagePROJECT NO. DATEMSKTD& Associates1/30/2020 4:30:58 PMFOUNDATION DETAILS -STRUCTURALS-503Carmel, IndianaFranciscan OrthopedicCenter of Excellence7382 10/11/2019NEW PARKING STRUCTURE3/4" = 1'-0"1FOUNDATION WALL DETAIL3/4" = 1'-0"2FOUNDATION WALL DETAIL3/4" = 1'-0"3SUMP PIT DETAIL3/4" = 1'-0"4ELEVATOR SILL DETAIL3/4" = 1'-0"5PILASTER DETAIL3/4" = 1'-0"6PILASTER DETAIL3/4" = 1'-0"7FOUNDATION WALL DETAIL3/4" = 1'-0"9FOUNDATION WALL DETAIL3/4" = 1'-0"8FOUNDATION WALL DETAIL3/4" = 1'-0"10FOUNDATION WALL DETAIL3/4" = 1'-0"11FOUNDATION WALL DETAILREV. DATE1 BP4 ASI#10 01/31/202011 13'-10"8"7"1"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 ARCHCONT L3-1/2X3-1/2X1/413'-10"8"7"1"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 / BridgeStructural PackagePROJECT NO. DATEMSKTD& Associates1/30/2020 4:31:02 PMPEDESTRIAN 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 FRAMING11REV. DATE1 BP4 ADDENDUM 1 10/21/20192 BP4 ASI#10 01/31/20202222