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Home My WebLink AboutS-521-PCC-FRAMING-DETAILS---STRUCTURAL-Rev.1� a QP WASH - REFER TO PLANS 1'-2112" 1'-2112" WLCONNBVPCC �Q� QPWASH-REFERTOPLANS MFR. REF DET 1/5-535 p�l� TOPOFCOL@ LEVEL m� _— CONG �AM � 0 a CONNECTION cNi BVPCCMFR n I � COVESEALANT, REF DET 5/5-541 CIP TOPPING REFER TO �ETS 9 I II REINF, REFER 81�/5521 FOR TO PLAN FACA�EFRAMING I I &CONN.REFER TO 5-201 I I BRGPADGLUETOCOL �" II PCCTEE BEARING PAO PCCCOWMN � PCCBRPCKET � PCC TEE TO PCC SPANDREL DETAIL � 3�4, _ „o, 6'�` 6" CIPWASH�REFERTOPLANS I ryP 1/4"X 5 3l4" X 1 112" X CONTBENTPLATE FACA�EPANEL, REFERTOARCH. FACA�EPANEL �' NOT IN 8P #4 1 0• 1 0• 10" . I TO COL @ TOP LEVEL z � COVESEALANT, - REFDET5/S-SA1 ^' CIP TOPPING PCC BEAM BRG PAD PCC BEARING HAUNCH I�7��_11� REWF,REFER TO PLAN REFER TO PLANS FENCE INFILL PANEL, REFER TO DET 6/5-521 CONC �AM BEYOND, TVP CIP POUR STRIP REINF. REFER TO PLAN 7 �� PCCTEE J FORM EDGES OF TOPPING SIAB AT LIGHTWALL OPENINGS j � PCCTEE Si t � PCCLIGHTWALL BEVOND TEE EDGE DETAIL (� LIGHT WALL OPENINGS 314"=1'0•' PCCSPANDRELORCOLUMN FncnoEPnNE�. aeFearonacN. e. ma�a" Facaoe anNe� —� i vr. NOTINBPif4 �12" 3., iVT' C6X10.5 � � �� 1 3IG" PLATEil2'%3"X3" � / � ; sia° e nazs eo�r /� WT10.5%61.5 J PLATE 3/4' %91/4" H 1'-a" W/ HORIZ LONG SLOTTED HOLE AT WT SS V2" a HILTI KWIK BOLT II Wl2" EMBED PLAN VIEW VERT LONG SLOTfE� HOLES IN WT. Tu =20KIP5 PROVIDESLIPCRITICALBOLTTENSION Vu=4-OKIPS(LEVEL20NL1� AFTERRNFLALIGNMENTOF3l4'PLATES. Mu = 50 FT'KIPS (LEVEL 2 ONLV) � I I � Mu I I Tu I I -3 I I I Vu � � I 10 �-- PROVIDEADDLANCHORSATLEVEL20NLY — NOTE:ALLSTEELTOBE qTLV20NLY'.PROVI�EST�HOLEIN HOT�DIPPE�GALVANRED CHANNELSAN�PLATES UNLESS NOTED TyPICAL: PROVI�E VERT LONG SLOTTED HOLE IN CHANNEL W/ STD HOLE IN PLATES. TIGHTEN NUT TO SNUG THEN BACK OFF 1/4 TURN. RELEA5E0 FOR CONSTRIlCTION SECTION VIEW Suhjec� �o compliance with all regula�ions o4S�a�eantlLocalCodes EEL DETAIL City of Carmel y" �n„� ��.�a,�,a' onrE: 06/11 /20 PLATE 3/4' %91/4" X 1'-a.' W/ HORIZ LONG SLOTTED HOLE AT WT CONN BV PCC MFR, REFER TO DET LS521 REFER TO DETS 9 & 10/5-521 FOR FACADEFRAMING &CONN.REFER TO 5-201 o CONC �AM � z � �CONNECTION � BY PCC MFR PRETOPPE� PCC TEE BRG PAD - PCC SHEAR WALL TEE TO P FENCE DETAIL 316" = 1'-0' PCC SPANDREL OR COLUMN s" i ir. t vz 3. 1 VT' v iaa�a�� uz. 3/4" e A325 BOL� I� SSV2"aHILTIKWIKBOLTTZWl2"EMBED � PLAN VIEW STRUCTURAL STEEL DETAIL 1 V2^=1'-0^ RIGHT Tu = 1.0 KIPS Vu =20KIP5(LEVEL20NLV) Mu = 2.5 FT'KIPS (LEVEL 2 ONLV) II r-- 31�8 242 I I 3116 242 I � L-- NOTE ALL STEEL TO BE HOT-0IPPE� GALVANRED UNLESSNOTE� (2) it4 X CONT BY PCC MFR, TYP p4 X 11'�" @ 120C CIPTOPPING — PCCTEE - PCC BEAM 8" MIN TYP �� QPWASH-REFERTOPLANS TOP OF COL � TOP LEVEL --�_— IREWF,REFER I TO BEAM TVPE ITOOLEO JT 8 SEALANT, � REFDET3/S-5G1 I�\ � REWSREFERTOPLAN I� CONC DAM @ BOT OF ITEEFLANGE,iVP � � BRG PADS PCC CO W MN CORBEL J PCCCOLUMN � � � PCC TEE TO PCC BEAM DETAIL � 3�4, _ „a, VERT LONG SLOTfED HOLES IN WT. PRovioe suP caiTicn� eo�r TeNsioN AFTER FINAL ALIGNMENT OF 31G' PLATE. _ _ � _ r � I — - � r �ATLV20NLY�.PROVIDESTDHOLEIN CHANNELS AN� PLATES TYPICAL: PROVI�E VERT LONG SLOTTE� HOLE M CHANNEL WI ST� HOLE IN PLATES. TIGHTEN NUT TO SNUG THEN BACK OFF 1/A TURN. SECTION VIEW � � � �� nss�oxsxva coNr wieNocnvs TO STL 111'-6" DESIGN INTEM PoR TAPERED BEAM IS TO USE HS520X8H5/i6, CUT THEN WELD BACK TOGETHER AS INDICATE� CANOPY DETAIL 3/4. _ �. p�. 5 �• i= M 6, I 6„ CIPWASH-REFERTOPLANS NP � CONNECTION � � BV PCG MFR, TYP COVESEALANT, REF DET 5/S-SG1 CIP TOPPING TOS EL iPLANS PCCTEE � � � � � I CONCOAM,TYP � PCCCORBEL,TYP � I / I \ -REWF,REFERTOPLFN / PCC LIGHT WALL —� � �- PCC TEE � � � BRG PA�S � 10 5-635 T� I � PCC TEE TO PCC LIGHT WALL DETAIL � 3�4. _ „a. PCGWALLPANEL � I � HORIZ SLOTTED CONN BV PCC MFR � I — REFER TO DETS 9 I & �015521 FOR FACA�EFRAMING &CONN,REFER I To s-zoi eEnRiNc ano � I SEALANT,REF �ET 3iS-541.SIM CIP TOPPING acc rEE � �� PCCBRACKET PCC TEE TO PCC WALL DETAIL 3/G. _ �� Q. ERECTION SEAT AS REp� � PCCSPANDREL �-— � �-- GALV EMBED PL 24'T X 12'W BV PCC MFR, �ESIGN FOR SERVICE DEA� LOAD T =0]5 KIPS (WIN�) V = OS2 KIPS (�EA�) M =1 1 FT'KIPS (DEAD) REFER TO PLAN REMF,REFER TO PLAN coNc onm LIGHT WALL OPENING SIZE VARIES, REFER TO SHEET 5-301 PLASTIC OR GALV DONUT SHIM 1 5/8" DIA VINYL COATE� PIPE FRAME WI FITfINGS AT EACH CORNER 1 1/2" EXP ANCHOR (4)MIN VINVL COATE� CHAIN LINK FENCE � CONN BY PCC MFR TOP OF CIP WASH� TOP OF �BL TEE BEARINGPAD � accsanNoee� BRGPOCKETIN � PCC SPAN�REL BA4 10"PCCNON-LOAD / `�� BEARINGSPAN�kEL � i �'-0'PCC SHEARWALL —� SPANDREL TO SHEARWALL CONN DETAIL 3/6. _ � Q. LEFT a � � y-- � 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 � ��i! �2�15 �, ' 1 I11 i�.i �,�. � �� .0 �/� U if� � � O W �� v� U N O � � � � Z V � � Y .� � � � � � � � N W � � � Z I� U � PROJECTNO. DATE 7382 10/11 /2019 REV. DATE SET DESCRIPTION BP #4 - Garage / Bridge Structural Package SHEET TITLE PCC FRAMWG DETAILS - STRUCTURAL SHEETNUMBER S-521