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Home My WebLink AboutS-208-OFFICE-BRIDGE-CONNECTOR-FRAMING-PLANS--ELEVATIONS' . - _ F.35 r — �I ry � � ; 4 �.�E.6.', _1__ ___-. .� - yo iI� \ � �w��s . O� � m n` ro 0�5 i a �''..5-2oa. ; 5 ENLARGE PLAN AT BRIDGE CONNECTOR STAIRS �,... SdCB .' 3/8•• = 1• �•• E.6 i F.35', I I � 6. I W14X30 _ _ ' T/� STEELEL. SEE PLAN 2 6 5/8 11 0 SEE OTH ER DETAILS FOR ADDITIONAL CONNECTION WFORMATION I-�—� T,sTEE� E�. �� SEEPLAN I HSSCOLUMN, ISEE PLAN . BENTPLATETREAD PRET SEE $UPPOR4/$-208.1 DETAIL 1 �� CJPWELDAT MITER JOINT CAST STAIR TREAD,TVP. � fi ,. � COWMN, BEAM,SEEPLAN -� � SEEPLAN T/STEELEL � FLOOR DECK NOTSHOWry SEE PLAN �..,. i I �-�' � t� FORCLARITY CJPWELDAT-� MITER JOINT ,'e . ELEVATION - STAIR STRINGER 1... S�2W :' 318.. _ �. �.. 0 � ,...9......,. 208. 2 IXP. I� JT. JY�, � MOMENTCONNECTION, - SEE DETAIL 13IS 601 FLOOR AND ROOF DECKS NOT SHOW N FOR CLARITV W,4x3o 0 � �TBTEEL EL. SEE PLAN �� `�,i ,,�aC'��, i p `�, CONNECTORFRAMINGPLANNOTES J J O ��_� g�� _ g� INDICATES NOTE REFERENCED IN PLAN i as._iivr� is�_svz� i. seeceNeRn�sTRucTURn�NOTes(s-ioo�,Tvaicn� FOUNDATION DETAILS (53�1), TVPICAL FRAMING DETAILS (5-801), AND TVPICAL MASONRV DETAILS (5401) FOR i ADDITIONAL W FORMATION. I � .,: � J �'�, 2. SEE SITE PLAN FOR ALL RNAL GRADE ELEVATIONS. OFFICE -II I r , � Pz I � I .�,-'�� wioxes I a. FiRsrF�ooR�. BUILDING i T/FOOTINGELEVATION =+91'-0"U.N.O. i I � T/PEDESTALELEVATION-+100'-0"U.N.O. _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ � �II ' �� I� S 208— _ — _ — _ I� BRIDGE FLOOR'. I� I BRIDGEROOFTION=116'-0"U.N.O. - TISTEELELEVATION 115 8 UND. I F.35 �;-- � - I 6 .-�--- I T/STEELELEVATION 128 25I8 UND ., � _ ___ _I I _li _ _ J I �.H.6�,�� 4.�:� FLOORDECKSHALLCONSISTOF2",22GA.GALVANIZED, i C p�_ �� , I '�- � I I � COMPOSITESTEELFLOORDECK(WLCRAFTDECKTVPE r J . l ' i 2VL1220R APPROVED E�UIVALENT) WITH 2" OF N.W. � o - - - - - - - - - - - - - - I , � I I CONCRETE OVER FWTES (R4" TOTAL THICKNESSN. " -- - PARKMG REINFORCESLABWITHST U%9�/4�MACROSV THETIC y ---- I I I i GARAGE FlBERASMANUFACTUEREDBVGRACECONSTRUCTION 1_ � _. .. .. ____ . PRODIICTS (OR APPROVED Epl11VALENT) APPLIED AT A �E.6.�' � L-T-� I I I RATEOFQ�LB/CV.DECKMUSTSPANAMINIMUMTHREE(3) �� F6X15 BEAMS OR JOISTS -TWO SPAN CONDITION OR GREATER. I� I II PZ I I I WENDED 0 ALISMEMBERS ON WHICH�ET BEARS WBTH 5/8" W 10%68 I PUDDLE WELDS AT 16" O.C. MAX. I�5.1 ROOF DECK SHALL CONSIST OF 1 V2" 22 GA., WIDE RIe, � � PAINTED STEEL ROOF DECK (VULCRAFT DECK TVPE 1.5B22 � � � ORAPPROVEDEOUIVALENT).DEGKMUSTSPANAMINIMUM THREE (3) BEAMS OR JOISTS - TWO SPAN CONDITION OR GREATER FASTEN DECK TO SUPPORTS AS FOLLOWS'. ,' BRIDGE - FOUNDATION PLAN - ATS�"°RTS 36�"ATTER"w�s�8 °�A'�°°`E WELDS ��5208� 3/i6"=1'-0" ATSIDELAPS'. (2)#10TEKSGREWS ._.. AT PARALLEL ATTACHMENTS�. SIB"PUDDLEWELDSATI2"O.C. 1 . 0.5 , 3 � eP _ g� / �......II_ 49�_3�� .. . �B�_6�� 4 IS 208 i --350° 4 0 2'-��II F-4�� -I- 5._4^ -I- 6, Qri � I ___ _ _ 6 O__�� 6 0� i�� _�_ �� T r I I I i I ro O t-i va^ �____ � i _ _ � � wiaxzz `.. 1 BUILDNG � 5'-0' 6 � �1� � � � W� THH2MALBFEAK— � _ �r �� l-/ I ___1_ ___ _________�________ o � -___� x o --- 4 � � o � F.35; �; i � � � �� x � W,4x22 � � o � . _ _ - - _� _ _ _ � � N N � x N i o v X X N �� II x ro N " I � N v _ � / io I y ___________________ ____ m� W14X22 �� LSXSXS/16.TYP _____ 91 � �� 1 � � E.6 �� ,� � � �{� � � � °_ SEE DETAIL 10/S 2081 � o �,. S� PP HAND, I � �\ �� 1'-6314 �� PoR DECK TRANSITION S 208�� I-' SIM. -_ __-.-_-_-.-_-_ . 5 � S 20B ! 2'. BRIDGE FLOOR FRAMING PLAN '. 5208� 3/i6••= 1•0•• .1 0.5� �', O OD I` .. �I.. — SEE DETAIL 12IS 208.1 FOR DECK TRANSITION ! H.6 ] 208 PARKING GARAGE � I I�ISEEDETAILI2/5-208.1 FOR DECK TRANSITION ��Z" F�IXP. �� 3 MOMENTCONNECTION SEE DETAIL 13/5-601 3-13/4" � 11'-11V2" SIi/4" • SHEARTAB I I� CONNECTION, TVP. HSS COLUMN, ` �I T/STEELEL SEEPLAN i�'"�' r� SEEPLAN I I � � BENT PLATE TRiAD ' �� N I � SUPPORT, SEE � DETAIL - BEAM, — CJP WELDAT .... PRECASTSTAIRI SEEPLAN MITERJOINT TREAD,TVP. � f / I II BEAM,SEEPLAN - T/STEELEL ...� _ ., _ I �� SEE P� � � FLOOR DECK NOT SHOWN FORCLARITY CJPWELDAT MITER JOINT 9 ELEVATION - STAIR STRINGER �,... SdCB .' 3/8•• = 1• �•• RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes CityofCarmel :,TOR - 3D �i `��¢m�' lamn�Ml1 � onrE: 09/19/19 67 9' 49• 3• iB• 6• 4 �' SEEDETAIL 3/5-601 FORSUPP. 5206 .-3.50° FRAMINGATROOFDRAINS 6 0" 8`=B. � 6._�� 4._ p�� I `o r � a _5 ti�8 �... _ _ _ 6� O� '� o O W14X22 'i 6 O^ _ _1� _ _ _ _ _ _ �I 6' - OFFICE .I 6' � � - - - - -� i.� p BUILDMG i 6'-0 __ _ THERMALBREAK .y i _ mm i �o i"EXP JT ^ W14X22 �. , 1 • � �d . _ 6i_ � � E � r' ' F.35' � � � � � N �1 � . I ' _ _ � `� � ' N ' x o � � X o � ry � � � N N � 3 o H.6 X F.3 � I" ''� . v v � � � �.t " . N i q� p^ I -208' PARKING N N I I i N w I I io :. •.m, W14X22 � _ _+� '�.. l GARAGE _ i i � E.s '. r.� om — � L5X5X5/i6.TVP. 9112", �Q \ � � ' ~��-p-631-0 $,2081 oN � . �o� �..�. SEEDETAIL11IS-208.1 �� I FORDECKTRANSITION :: 5-208/ OPP. HAND. I ,. In �:.�:.� .I � , 1, ._.. � S�M. � . � I I ',I �I I II � i! I - fi ELEVATION - CONNECTOR 3 BRIDGE ROOF FRAMING PLAN `, S�FCB :� 3/8•• = 1• 0•• '.... Sx8 ; 3/i 6•• = 1• �•• _ 8 's zo8., � � 0.5 j T-33IB" 1'-S' S-01/2" . " � � � � � �, BEAM�SEEP�LAN - � THERMALBREAK BEAM,SEEPLANB� � � � �� - - T/BTEELEL � �� 3/B" THICK SEE PLAN �— � - — - — - - - STIFFENER AT � �. /� � i � HANGINGOOWMN � � j% I 3l8"THICK � I BEAM,SEE I LOCATION,TYP. STIFFENER AT P�AN HANGINGCOLUMN � -HSSSXSXil4" LOCATION,TYP. I � -- I SHEARTAB �. I ICONNECTION TYP � T/STEELEL. FLOOR AND ROOF DECKS o o SEE PLAN NOT SHOW N FOR CLARITY � � �— ' 3l8" THICK � I 3 BEAM,SEE � STIFFENERAT x I N p�qN HANGING COLUMN x i .. LOCATION, TVP. SHEAR TAB CONNECTION,TVR �� TISTEELEL. SEE PLAN - I -3B"THIGKSTIFFENER BEAM,SEEPLAN - ATHANGWGCOLUMN LOCATION, TW. , ELEVATION - CONNECTOR StY� �� 3/8••=1•�•• ' ' �� _ � � I ' 6 � S20B.V �� I �� 2� � II 5-2081; ? � �.6�� 3 �� S 208 11 v � �� yl I ._ ic �sss y+`�'�%i ic `\ss x� 51'S�i� x�l i vxi '�+�'fS 9�'+�� uki � ��5�3>> � gSS�� I I OFFICE PARKMG r� �y, ��i� r� ��6 m �/i ml� BUILDMG GARAGE i �� i I �� i I �� h � � i� II / � �� I I �./ � -/:� I �� - I�I �% I I - � i�' I ��`� I I �y�' ' I I T/STEELEL �� I G� 1 � �� 11 SEE PLAN — _ — _ — — _ — _ — _ — — _ — _ — _ — _ — _ _ _ — _ — — " ...9...... BEAM, SEE PLAN 5' --� BEAM, SEE PLAN �..- . � THERMALBREAK 52081' � �5208 1, S 208 1� �I $ 208. ti �-� -- I FLOOR AND ROOF DECKS � m I NOT SHOW N FOR CLARIiY PEDESTAL, SEE DETAIL 16IS-208.1 4 , ELEVATION - CONNECTOR SxBi 3/i6••=1•�•• — COLUMN BASE PLATE, SEE DETAIL 15IS-208.1 ZP Investments, LLC Office North Illinois St Carmel, IN 46032 Owner ZP Investments, LLC 11460 N Meridian Street Carmel, IN 46032 317-705-5050 Architect RATIO 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 Structural Engineer CE Solutions, Inc. 10 Shoshone Drive Carmel, IN 46032 317324-6024 Mechanical / Electrical Engineer Heapy Engineering 3850 Priority W ay S. Dr #204 Indianapolis, IN 46240 317-571-8795 Civil Engineer Civil & Environmental Consultants, Inc. 530 East Ohio Street G Indianapolis, IN 46204 371-655-7777 SEAL � DATE O6/21/19 .�,Nttasuuuai �� 'D�� STAiE OF � �" oF�S�ONA1-EaG`� � :,�� ni n�n � ��.'. . � � SHEETISSUE 1 Issued for Construction r�, RAT I O mvm� r orcer s u rccruw��rno�nanccnnacw�wnasa �nnconro�nce rvos�n us o usu **omewaru .wman.o�wcxmrurs,rvurvoomra usF,ry s o o m c orvuraFuoFp Rxou*aaoaua**Frvcorvs�rv.o�a..o specFu aeseauee. PROJECT NO. 18087 001 SHEET TITLE OFFICE - BRIDGE CONNECTOR FRAMING PLANS & ELEVATIONS SHEETNUMBER S-2�8