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Home My WebLink AboutS-562-PEDESTRIAN-BRIDGE-DETAILS---STRUCTURAL-Rev.1JOINT ECCENTRICITV 0"MIN 3" MAX � TRUSSCHORD — �pI _ II_� _ _ _ _ _ � — � — — — — — — — — ROOFIFLOOR BEAM �� , � � �� \ I �� \� � B� CROSS Pui sin(B�) �1/4"MIN ila' MIN GUSSET PLATE, REFER TO 1-2/5-561 FOR GUSSET ALIGNMENT TO �ROOFIFLOORBEAMS.PROVI�E MINIMUM OF (2) 3/a" 0 MINIMUM A326 BOLTS AT EACH CONNECTING PART W/ P MIN E�GE DISTANCE TYP. FREE � CORNERSOFPLATETOBECUTAT45°. V�. . r 1 BRACING �� \�J� Pui cos(B�) � Pm = 32 Ok NOTE'. 1/4" MIN CONNECTION DETAIL IS CONCEPTUAL. FINAL �ESIGN OF CONNECTION TO BE BV STEEL FABRICATOR. n CONNECTION DETAIL � 11/2"=�•-0• JOMT ECCENTRICITY 0"MIN 3"MAX �� I �� TFlISSCHOR� Pu: sinlBi) � _ — — — _ — � t� — _ — — — — — / I � --------� -- �-------- O�� \ Pue"sm(Be) o � I hl I�� va• mw // p/ � I I �� A /�/ /� I � III p I �� 1l4"MINGUSSETPLATE,REFERTO / � I A � 1-2/5-581FORGUSSBALIGNMENTTO � I ROOF/FLOORBEAMS.PROVI�E \ MINIMUMOF�2�3/4'IDMINIMUMA325 � � I I \� BOLTS AT EACH CONNECTING PART W( �� Bi II� Bz \� 2" MIN EDGE �ISTANCE TVP. FREE / CROSS CORNERSOFPLATETOBECUTAT45'. /�� I�I BRAQNG �� i eooFiF�ooe �� /� * BEAM \ � Pufcos(Bi) Pui=320k ap Pux=32.Ok N�TE P�h�006�Bp) CONNECTION DETAIL IS CONCEPTUAL. FINAL �ESIGN OF CONNECTION TO BE 8Y STEEL FABRICATOR. � CONNECTION DETAIL � �ll2"=1,-0" TERMINATE MIL� REINF WI ST� HOOK, ORIENT HOOK AS REQD PE ,o• iwa, i TOS EL I REFERTOPLAN � I I PGC SLAB � I I MSKTD & Associates ArchitecNre I Engineering I Interior Design 1�15 Magnavox Way I 930 Nohh Mentlian Fort Wayne, IN 46804 Intlianapolis, IN 46204 260.432.9337 31].917.1190 www mskld com �WGIo 8910 Purdue Rd, Suite 400 Indianapolis, IN 46268 Phone No. 317.735.3349 www.wginacom 7 Pu, REFER TO EN� CONNECTION PoR LOAD MAGNITU�E Pu, REFER TO EN� CONNECTION FOR LOAD MAGNITU�E . i � i � � � � il4" MIN GUSSET PLATE. PROVIDE � x MINIMUMOF(2�314"OMINIMUMA326 �,! BOLTS AT EACH CONNECTWG PART WI }, T'MINEDGE�ISTANCETVP_PROVI�E(1) v A�DLBOLTATMEMBERINTERSECTION. / \ / � � � i/ CROSS � BRAQNG,TYP �\ � � ` \ / � Pu, REFER TO END Pu, REFER TO END CONNECTION FOR CONNECTION FOR LOAD MAGNITUDE LOAD MAGNITU�E NOTE. CONNECTION �ETAIL IS CONCEPTUAL. FINAL �ESIGN OF CONNECTION TO BE BV STEEL FABRICATOR. 5 CONNECTION DETAIL 1 VT• =1•-0'• TOOLE�JOINTW/SEALANT, PE REFERT03/5-541 � 3VYSUPPORTSYSTEM io. ir. 4"SUPPOFTSYSTEM � � � � E� EQ \ TOS EL � �' REFER TO PLAN dA�12"OCx6'�0"DOWEL � � �- - - = COMPOSITEMETAL BARSUBSTITUTE,COORD � � � �� ECK&SLABSVSTEM WICOMPOSITEMETAL � � �ECKTOALIGNOVERDECK I �� FLOORBEAM RIBS BUTAVOID ROOR � � BEAMSTU�ANCHOFS �� 6X4X3IBLLVXIO'E"W/�11)1/2"0 SS HILTI KWIK BOLT TZ @ 12" OC PCC SLAB \^' W/2" EFFECTNE EMBEDMENT PCCBEAM I ` Vu=05WFT s CONNECTION DETAIL 314" = 1'-0" �rn�ay. COMPOSITE METAL DECK & SLAB SVSTEM FLOORBEAM � JOINT ECCENTRIQTV S' MIN ]"MAX JOIM ECCENTRICITV 0"MIN 3"MAX TRUSSCHORD Pui`sln(B�) � — — — — � � — — — — — — — — — — — — — — — — — — �� of�� i R� v Puz'sin(6t) /d / II II A �\ 1/4" MIN / / II II �� ila'MINGUSSETPLATE,REFERTO � 1-2/5-561 FOR GUSSET ALIGNMENT TO / I I I � ROOFIFLOORBEAMS_PROVI�E MINIMUM OF (2) 3/d" 9 MINIMUM A325 j � B� I I I & �� BOLTSATEACHCONNECTINGPARTW/ // Y MIN E�GE DISTANCE TYP. FREE �� I I �� CORNERS OF PLATE TO BE CUT AT46°- ROOFffL00R I I I � � �� eenM cRoss �� BRACING Pui�.Ok Pu�OR�B�) P�=SOk NOTE: Pu�"aos(Be) il4"MIN CONNECTION �ETAIL IS CONCEPTUAL. FINAL DESIGN OF CONNECTION TO BE BV STEEL FABRICATOR. n CONNECTION DETAIL J 1 V2'•=�•-0'• a�� r-ir�cooRowiQ HOSPITALDWGS I REFER TO HOSPITALDWGS I EXPANSIONJOINT, REFERPRCH CONT L6%6X3B LLH, � COORDANGLEENDS W/GUSSETPLATE, REFER TO 6/5-562 � TOS EL . 133-0" ' I1/4 &12 ,� CONNECTION DETAIL 3�4. _ „�. Pw"sln(Bi) --� JOINT ECCENTRICIN 5'MIN ]' MAX TRUSSCHORD � / / I / t / ?� �—��— �i il4"MIN �� III �i�i GUSSETPLATETOBE % / II n PROVIDEDWITHAD�L t/4"MWGUSSETPLATE,REFERTO p/ I O III O ii�� EXTENSIONANDVERTICAL 18/5-561FORGUSSETALIGNMENTTO / I BENTLEGTOMATCHANGLE ROOFffL00R BEAMS. PROVI�E � I I - ll PER 7/5-562, PROVIpE AT MINIMUMOF(2)3l6"IDMINIMUMA325 � BRIDGEFLOORONLV�OMIT BOLTSATEACHCONNECTINGPARTW/ II AD�LEXTENSIONATROOF) 2"MINE�GE�ISTANCENP.FREE �� ei I�I WRNERSOFPLATETOBECUTAT45'. � � I ROOFFLOORBEAM r/ iil / � CRO55 � BRFQNG � Pm'cos(9�J Pu� = S.Ok NOTE: CONNECTION DETAIL IS CONCEPTUAL. FINAL �ESIGN OF CONNECTION TO BE BY STEEL FABRICATOR. � CONNECTION DETAIL Y � V2"=1,-0" ROOFING, REFER TO ARCH 10" PGC SPANDREL � � '� � METALROOF DECK _� ROOFBFAM L6X4X3B LLV X 12'L"WI \ `(10) llP' B SS MLTI KWIK BOLT TZ @ i6" OCW/2" �� EFFECTIVEEMBEDMENT J-. BOSPANDRELEL Vu=0.5WFT � 144'-2VT' $ CONNECTION DETAIL 3/4• - ��-0,• � EXPANSIONJOINT, I REFERARCH SV2" 0" 1'�11'COORDW/ CONTL6X4X3I8LLH. HOSPITAL�WGS MITER @ CORNERS I I REFERTO il4 212 H��ALDWGS ROOFING, \ I I REFER TO ARCH � � � I METALROOFDECK � III ROOFBEAM I ��4 2�2 II 9 CONNECTION DETAIL 3/4'• =1• 0" ' Na. PE103000 STATEOF .0 �/\ U it� � � O^ � + � v� U �0 X � � W Z U O � .� � U � � � � � � a� w � � � Z I� U � PROJECTNO. DATE 7382 10/11 /2019 REV. DATE � � RELEA5E0 FOR CONSTRUCTION Suhjec� �o compliance with all regula�ions 04 S�a�e antl Local Codes City of Carmel y" �n„� ��.�a,�,a' onrE: 06/11 /20 SET DESCRIPTION BP #4 - Garage / Bridge Structural Package SHEET TITLE PEDESTRIAN BRIDGE DETAILS-STRUCTURAL SHEETNUMBER S-562