HomeMy WebLinkAboutS0.20STEEL TYPICAL DETAILS2L7x4x3/8x0'-9" LONG w/ (2) 3/4"Ø A325-N BOLTS, NOTE 1.C8, SEE PLAN(2) 5/8"Ø HILTI KWIK BOLT TZ w/ 4" EMBEDMENT, EACH ANGLENOTES:1. CUT BOTTOM FLANGE FLUSH TO PROVIDE CLEARANCE AND TOLERANCE FOR CONNECTION OF ANGLE LEGS.1/42 SIDES, TYP.SHIM TIGHT w/ TACK WELDED STEEL SHIMS3"SET AS TIGHT AS POSSIBLE TO RIB FILLETArchitectPayette Associates Architects, P.C.290 Congress Street, Fifth FloorBoston, MA 02210-1005Tel: 617-895-1000Fax: 617-895-1002MEP/FP EngineerVanderweil274 Summer StreetBoston, MA 02210Tel: 617-423-7423Structural EngineerSGH41 Seyong StreetBuilding 1, Suite 500Waltham, MA 02453Tel: 781-907-9000Fax: 781-907-9009Drawing ScaleProject NumberDate IssuedRenovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code ConsultantHastings Consulting Inc142 Hanlon RoadHollister, MA 01746Tel: 508-397-8417Lighting DesignerAvailable Light10 Derby Square #3Salem, MA 01970Tel: 978-744-6800NCost ConsultantDharam Consulting745 Atlantic Ave Fl 8Boston, MA 02111Tel: 617-913-4345Abatement SpecialistDelta860 Hooper RdEndwell, NY 13760Tel: 607-231-6600Civil EngineerT.G. Miller, P.C.203 N. Aurora StreetIthaca, NY 14850Tel: 607-272-6477 1 1/2" = 1'-0"S0.20180665.0011/30/18STEEL TYPICAL DETAILS 1 1/2" = 1'-0"SLAB OPENING REINFORCEMENT7# DATE DESCRIPTION1 11.30.18 ISSUED FOR CONSTRUCTION