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HomeMy WebLinkAboutS0.10CONCRETE TYPICAL DETAILSTT1'-0" 1 2 THICKEN SLAB AT PERIMETER EDGES UNLESS OTHERWISE SHOWN IN PROJECT SECTIONS CONT. WATERSTOP T3" MIN.CLEAR COVERSUB-BASE SUBGRADE NOTES: 1. SEE PLANS FOR SLAB CONSTRUCTION. 2. SEE PLANS, GENERAL NOTES AND/OR SPECIFICATIONS FOR SUB- BASE AND/OR SUBGRADE REQUIREMENTS. 3. SEE GENERAL NOTES FOR ADDITIONAL REINFORCING BAR CONCRETE COVER REQUIREMENTS.6"TOP BAR TENSIONLAP SPLICE TYPICAL SEE SCHEDULE0" TOP BAR TENSION LAP SPLICE TYPICAL SEE SCHEDULE 0"TOP BAR TENSION LAP SPLICESHORIZONTAL BARS3-#6 VERT. MATCH LARGER HORIZONTAL BAR CORNER DETAIL END DETAIL ROUGHEN TO 1/4" AMPLITUDE DOWEL TO MATCH SIZE AND SPACING OF HORIZONTAL WALL REINFORCEMENT. EMBED 6" INTO (E) WALL WITH HILTI HIT HY200, SEE NOTE 1. (E) WALLNOTES: 1. PROVIDE SIMILAR DOWELS FROM (N) FOOTING TO (E) WALL.6" (MAX.) SEE MECHANICALDWGS AND SPECIFICATIONSSEE MECHANICAL DWGS. AND SPECIFICATIONS 1" C.C.NOTE: 1. ADHESIVE GROUTED DOWELS ACCEPTABLE. MATCH REBAR SIZE AND LOCATIONS SHOWN AND EMBED A MINIMUM OF 2 1/2". ANGLE EMBEDS, IF REQUIRED. COORDINATE WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS AND WITH MEP DWGS. MIN L4x4x1/4 W/ 5/8"Øx4" STUDS AT 1'-6" OC WITH MITER CUT AT CORNERS 1-#4 EACH CORNER AND AT 2'-0" OC ALONG EDGES. (DRILL & EPOXY ADHESIVE ALTERNATE ACCEPTABLE) SEE TYPICAL CONCRETE CURB DETAIL IF CURB IS REQUIRED RAKE FINISH AT PAD #4 @ 15" EW TOP BARS TENSION DEVELOPMENT LENGTH INCHES (Id) BAR SIZE OTHER BARS 3000 PSI 4000 PSI 5000 PSI 3000 PSI 4000 PSI 5000 PSI COMPRESSION DEVELOPMENT LENGTH INCHES 3000 PSI 4000 PSI 5000 PSI ALL BARS TENSION LAP/SPLICE LENGTH INCHES 3000 PSI 4000 PSI 5000 PSI 3000 PSI 4000 PSI 5000 PSI TOP BARS OTHER BARS ALL BARS COMPRESSION LAP/SPLICE LENGTH INCHES 3000 PSI 4000 PSI 5000 PSI #3 #4 #5 #6 #7 #8 #9 #10 #11 22 19 17 17 15 13 9 8 8 29 25 2323 20 17 12 12 12 29 25 23 22 19 17 11 10 9 38 33 2930 25 23 15 15 15 36 31 28 28 24 22 14 12 12 47 41 3737 32 29 19 19 19 43 37 34 33 29 26 17 15 14 56 49 4345 38 34 23 23 23 63 54 49 48 42 38 20 17 16 82 71 6364 55 50 27 27 27 72 62 56 55 48 43 22 19 18 94 81 7273 63 56 30 30 30 81 70 63 62 54 48 25 22 21 106 91 8182 71 63 34 34 34 91 79 71 70 61 54 28 24 23 119 103 9193 80 71 38 38 38 101 87 78 78 67 60 31 27 25 132 114 102102 88 78 42 42 42 NOTES: 1. REPLACE EXISTING VAPOR BARRIER AND ADHERE TO REMAINING VAPOR BARRIER ON ALL SIDES. REFER TO PROJECT SPECIFICATIONS. 2. CONTRACTOR TO COORDINATE LIMITS WITH ALL OTHER TRADES AND SUBMIT CUTTING PLAN PRIOR TO PROCEEDING WITH THE WORK. 3. PROVIDE THIS DETAIL WHERE SHOWN ON PLAN AND AT ALL CUTS IN EXISTING SLAB ON GRADE FOR, BUT NOT LIMITED TO, BELOW GRADE PIPING, DUCT BANKS, CONDUITS, OTHER SUBGRADE WORK, ETC. NEW PLUMBING LINE. COORDINATE LOCATION W/ P-SERIES DRAWINGS. NEW COMPACTED STRUCTURAL FILL (E) SLAB CONSTRUCTION (VIF) NEW SLAB CONSTRUCTION MATCH THICKNESS OF (E) 6" SLAB (VIF) #4 DOWELS DRILL AND EPOXY INTO (E) SLAB @ 12" OC. SEE NOTE 1 #4 @ 1'-6" OC MIN. PROVIDE 2 BARS (MIN.) 6" (MIN.) (TYP.) 6" (MIN.) (TYP.) 6" (TYP.) SPLICE LENGTH (MIN.) WIDTH AS REQUIRED ALIGN TOP OF SLABS TYPEQTYPEQArchitect 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 S0.10 180665.00 11/30/18 CONCRETE TYPICAL DETAILS 3/4" = 1'-0" THICKENED SLAB-ON-GRADE AT WALL1 3/4" = 1'-0" SLAB-ON-GRADE DETAIL2 3/4" = 1'-0" HORIZONTAL WALL REINFORCEMENT DETAILS3 3/4" = 1'-0" EQUIPMENT PAD ON SLAB ON GRADE4 3/4" = 1'-0" REINFORCEMENT DEVELOPMENT LENGTH AND SPLICE LENGTH SCHEDULE5 1 1/2" = 1'-0" EXISTING SLAB-ON-GRADE REPLACEMENT6 2 # DATE DESCRIPTION 1 11/30/18 ISSUED FOR CONSTRUCTION 2 01/07/19 ADDENDUM 02