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HomeMy WebLinkAboutS1.01AREAWAY PART PLANSCA 1 C CA 1 C RO 1 RO VAC 1 VP SAN 1&2 SP LHW 1 WH CA 1 DD CA 1 DD N2 1 GEN LHWR 1 CP 1 32 4 R S T U 4A 22'-0"1'-0" ± VIF18'-0" ± VIF1'-0"20'-0"1'-0"6'-0" 1'-5" 10'-10" ± VIF 15'-5 1/2" ± VIF 13'-10" ± VIF 6'-2" ± VIF 1'-1 1/2"(N) 17'-9" OPENING1'-1 1/2"10 1/2"4'-0"4'-0"4'-0"4'-0"10 1/2"HSS8x4x3/8 GALV., TYP. S6.00 1 SOG-1 S6.00 2 S6.00 3 HOUSEKEEPING PAD, SEE TYPICAL DETAILS. COORDINATE w/ EQUIPMENT INSTALLER 4'-0"x4'-0"x5'-0" DEEP PRECAST CONCRETE SUMP PIT UNIT. COORDINATE w/ PLUMBING DRAWINGS. S6.00 5 SLAB-ON-GRADE INFILL BELOW SLAB PIPING, SEE P2.00U FOR SIZE AND LOCATION. DEMOLISH (E) SLAB-ON-GRADE AND INFILL SLAB-ON-GRADE PER /6 S0.10 1 2 F D E G R S S1 R1 S6.00 1 L4x4x3/8L4x4x3/8 C8x11.5L4x4x3/8 WT6x32.5GALV.HSS8x4x3/8 GALV., TYP. G-1 S6.00 2 S6.00 3 GALV. GALV.GALV.GALV.WT6x32.5GALV.WT6x32.5GALV.WT6x32.5GALV.SCOPE NOTE 1. CARRY ALLOWANCE FOR REPAIRING (E) CONCRETE ENCASEMENT WITH NON-SHRINK GROUT AT (N) PENETRATIONS AND CONNECTIONS. SLAB NOTE G-1 GALVANIZED GCM-4 SERRATED WITH 3/16"x1-1/2" BARS AND CROSS BARS AT 1-3/16" OC BY McNICHOLS CO. WITH REMOVABLE FLUSH FASTENING OR EQUIVALENT WITH SAME BAR CONFIGURATION. SLAB NOTE SOG-1 6" THICK SLAB-ON-GRADE REINFORCED WITH #3 @ 12" EACH WAY. SLOPE TO DRAIN. /1 S1.01 & ./2 S1.01 Architect Payette Associates Architects, P.C. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 Tel: 617-895-1000 Fax: 617-895-1002 MEP/FP Engineer Vanderweil 274 Summer Street Boston, MA 02210 Tel: 617-423-7423 Structural Engineer SGH 41 Seyong Street Building 1, Suite 500 Waltham, MA 02453 Tel: 781-907-9000 Fax: 781-907-9009 Drawing Scale Project Number Date Issued Renovation of Olin Hall for Chemical and Biomolecular Engineering - Phase 1 Code Consultant Hastings Consulting Inc 142 Hanlon Road Hollister, MA 01746 Tel: 508-397-8417 Lighting Designer Available Light 10 Derby Square #3 Salem, MA 01970 Tel: 978-744-6800 N Cost Consultant Dharam Consulting 745 Atlantic Ave Fl 8 Boston, MA 02111 Tel: 617-913-4345 Abatement Specialist Delta 860 Hooper Rd Endwell, NY 13760 Tel: 607-231-6600 Civil Engineer T.G. Miller, P.C. 203 N. Aurora Street Ithaca, NY 14850 Tel: 607-272-6477 As indicated S1.01 180665.00 11/30/2018 AREAWAY PART PLANS 1/4" = 1'-0" LEVEL 0 AREAWAY PART PLAN1 1/4" = 1'-0" LEVEL 1 AREAWAY PART PLAN2 KEY PLAN 2 2 2 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 01/07/19 ADDENDUM 02