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HomeMy WebLinkAboutS-401 - OFFICE - COLUMN DETAILS SCHEDULE AND DETAILSSLAB EDGE, � � EDGE SEE PLAN FOR STUD RAIL TYPE - CONCRETEBEAM, SEE PLAN FOR LOCATIONS � � — — — 1 — — — _ — — — — —/ — _ OMIT STUD RAILS AT COLUMN FACES SUPPORTING BEAMS —�� INTERIOR ;',' TYPICAL STUD RAIL DETAILS '.,� S.iC1 :' 3/4•• - �• �•• ENDS lFACE,TVP UMN E STUD RAIL NOTES: 1. MATERIALS: A. SHEAR STUDS LOW CARBON STEEL, C1010 TO C10201NACCORDANCE WITH ASTM- A108 a. VEILDSTRENGTH:5I,OOOPSIMINIMUM b. TENSILESTRENGTH:65,OOOPSIMINIMUM c. ELONGATIOM 20 PERCENT W 21NCHE5 tl. REDUCTIONOFAREA 50% MINIMUM e. DIAMETER=5I8" B. RAILS:LOWCARBONSTEEL,TYPE44W a. VEILDSTRENGTH:44,OOOPSIMINIMUM b. TENSILESTRENGTH:65,OOOPSIMINIMUM a ELONGATION: 20PERCENTIN BINCHES tl. DIMENSIONS: SEEMANUFACTURER'SSPECIFICATIONS C. WELDWG THESTUDSAREWELDEDTOTHERAILSINCONFORMANCEWITHAWS D1.1 2. CONTINUOUS SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH ACI CODE. THE SPECIAL INSPECTOR IS RESPONSIBLE FOR VERIFYING IDENTIFICATION OF THE STUD RAIL, AD IT'S CONDITION, POSTIONWG, CLEARANCES, AND CONCRETE covErz. 3. STUDRAILSSHALLBEINSTALLEDPERACI318ANDTHEMANUFACTURER'S INSTRUCTIONS. 4. DO NOT INSTALL STUD RAILS AT BEAM FRAMING. � : STUD RALL ENDS � AT COLUMN FACE, TVP ■ . . .....� ■ ■ ■ ■ ■ \ ■ ■ ■ ■ ■ I �— CIRCULARCOWMN PERSCHEDULE SLAB EDGE SEE PLAN FOR STUDRAILTVPE � ■ ■ ■ ■ ■ ■ I ■ ■ ■ I EDGE OF RAILTO BE W LINE WITH COLUMNFACE,TVP � � CONC.COLUMNPER PLANANDSCHEDULE �� .�. � STUD RAIL ENDS AT WLUMN FACE, TYP OMIT STUD RAILS � ATCOLUMNFACES SUPPORTING BEAMS � ' CONCRETE BFAM, SEE PLAN FOR LOCATIONS — RECTUANG W R OR SQUARE COWMN PER SCHEDULE CORNER INTERIOR .S. I SEE PLAN FOR STUD RAIL TVPE AND LOCATIONS ,.I/ .....I, ,..I, ...� ,. — STUD RAIL, TYPICAL 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 3� 7-633�040 Structural Engineer CE Solutions, Inc. 10 Shoshone Drive Carmel, IN 46032 317324-6024 Mechanical / Electrical Engineer Heapy Engineering 3850 Priority Way 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 SHEETISSUE 1 Issued for C RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes City of Carmel �i `��¢m�' lamn�Ml1 � onrE: 09/19/19 K U 10- #11 VERT. #4 TIES AT 7" O.C. 24" DIA. COLUMN e TYP. COLUMN REINFORCING — 24" DIA. �:.... S�C, � , „2.._,._Q.. rc U � ,._6, 14-k11 VERT. #4 TIES AT T' O.C. 18"x30" COLUMN � TYP. COLUMN REINFORCING — 18"X30" S�C1 :' 1 1/2••= 1• �•• STUD RALL ENDS AT COLUMN FACE, TVP � . .. SLAB EDGE, ■ ■ ■ I ■ ■ IRCULAR WLUMN ERSCHEDULE z TYPICAL STUD RAIL ELEVATION '�.. 5d�, ; ,.. _ ,._Q.. W� W� rc UW z 00 UU � � ...... .. r STUD DIA, -.. m ¢ N FYG1-L'�ilJf � /a . FT WH u� w O � STUD RAIL, TYPICAL U 3 TYPICAL STUD RAIL PLACEMENT .... S.iC1 :: 3•• - �• �•• r�, RAT I O mrvaoxrrvonce rxisa�rtccruai�arvo �noirvccwrvo cz�wirvo isow�n iry corvrio�nce �eeusrnorv�rauesunrv..o.xeweru� e WFi�199FAIlUiIONOPIMIPIIGailONIAnYFRAn�FWPH00iPPI0PWPIIIFYfqN9RIi0FIUi10 PLHIIECSJNG PLLWAO�ONITW NOH50F WF/IUGHlPN�OMEPWI6EiPEHEPEH/ pE%FlGILLYRE6EA4EP PROJECT NO. 18087.001 SHEET TITLE OFFICE - COLUMN DETAILS SCHEDULE AND DETAILS SHEETNUMBER S-401 EO EO