HomeMy WebLinkAboutS6.01SECTIONS AND DETAILS3LEVEL 442'-0"Dunnage46'-3"1/4" PLATE, SEAL WELDEDS6.013DUNNAGE FRAMING, SEE PLANS6.016S6.0163S6.0111'-3"10"2" TYP.2" TYP.(4) 3/4"Ø EXPANSION ANCHORS, EMBED 4" MIN.PL. 3/8"x8"x1'-2"1/4(E) STEEL BEAM BELOWSS1Dunnage46'-3"L6x6x5/16" EACH SIDE OF WEB, FULL-DEPTHGRATING, SEE PLANDUNNAGE FRAMING, SEE PLANSEE TYPICAL DETAILS FOR CONNECTION3/4"Ø A325 BOLTS(E) STEEL COLUMN1/41/42LEVEL 442'-0"(E) SLAB, SEE PLANSEE TYP. DETAILS FOR CONNECTIONCHIP OUT ENCASEMENT AT BEAM CONNECTIONS, RETAIN ANY (E) REINFORCEMENT NOT IN CONFLICT w/ NEW CONNECTION, NOTE 1.(N) BEAM, SEE PLANNOTES:1. FORM AND PLACE NEW CONCRETE ENCASEMENT AFTER COMPLETION OF CONNECTION.(2) 3/4"Ø A325 PRE-TENSIONED BOLTS, TYP.L5x5x1/2 x 0'-6" LONG w/ 3/8"x3"x0'-3" GUSSET PLATE, TYP.HSS GIRT, SEE PLAN1/4" FITTED CAP PLATE, TYP.HSS7x7 POST, SEE PLAN3/163/162 SIDES, TYP.3/16TYP.NOTES:1. AT SLOPED GIRT, PROVIDE 1/2"x0'-6" LONG BENT PLATE WITH 5" VERTICAL LEG AND 6" HORIZONTAL LEG. HORIZONTAL LEG TO MATCH SLOPE OF GIRT. PROVIDE TYPICAL WELD AND STIFFENER.3HSS GIRT, TYPSEE FOR CONNECTION DETAILS/2 S6.01BEAM, SEE PLANM I N. T YP.1 1/2 "
T YP.3 "41'-2"8"2" TYP.2" TYP.(4) 3/4"Ø EXPANSION ANCHORS, EMBED 4" MIN.PL. 3/8"x8"x1'-2"1/4(E) STEEL BEAM BELOWArchitectPayette 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: 607-272-6477As indicatedS6.01180665.0011/30/18SECTIONS AND DETAILS 3/4" = 1'-0"DUNNAGE SECTION1 1 1/2" = 1'-0"BASE PLATE DETAIL AT ROTATED POST3 1 1/2" = 1'-0"SECTION5 1 1/2" = 1'-0"SECTION7 1 1/2" = 1'-0"HSS GIRT TO POST CONNECTION2 1 1/2" = 1'-0"HSS GIRT CONNECTION6 1 1/2" = 1'-0"BASE PLATE DETAIL4# DATE DESCRIPTION1 11.30.18 ISSUED FOR CONSTRUCTION