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HomeMy WebLinkAboutS4.01 - STRUCTURAL - FOUNDATION DETAILSEDGE OF FTG DOWEL TO MATCH LONGIT REINF DOWEL W/ STD HOOK TO MATCH CROSS FTG LONGIT REINF CROSS FTG AT CORNERS AT INTERSECTIONS NOTE: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. FOOTING REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. SC H E D , T Y P LA P P E R S C H E D , T Y P LA P P E R REINF PER PLAN 6-MIL VAPOR BARRIER (SEE NOTE 6) COMPACTED STRUCT FILL OR COMPETENT NATIVE SOIL PER GEOTECH REPORT SUBGRADE PREPARATION PER GEOTECH REPORT CONSTRUCTION JOINT CONTROL JOINT SUBGRADE PREPARATION PER GEOTECH REPORT 6-MIL VAPOR BARRIER (SEE NOTE 6) COMPACTED STRUCT FILL OR COMPETENT NATIVE SOIL PER GEOTECH REPORT NOTES: 5/8"ø x 24" SMOOTH BAR @ 24"OC, GREASE ONE SIDE IN DOWEL INSERT REINF PER PLAN 1. CONSTRUCTION JOINT IS A JOINT BETWEEN DIFFERENT POURS. CONTROL JOINT IS A CRACK CONTROL JOINT WITHIN THE SAME POUR. 2. USE "EARLY ENTRY DRY-CUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. 3. ALIGN A CONSTRUCTION OR CONTROL JOINT WITH RE-ENTRANT SLAB CORNERS, EACH WAY, TYPICAL. 4. CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS 225 SQUARE FEET MAXIMUM, WITH MAXIMUM PANEL ASPECT RATIO OF 1.3 TO 1.0. 5. CONTRACTOR TO SUBMIT CONSTRUCTION/CONTROL JOINT PLAN TO STRUCTURAL ENGINEER OF RECORD FOR REVIEW/APPROVAL. 6. VAPOR BARRIER REQUIRED WHERE FLOORING IS TO BE INSTALLED OR IN MOISTURE SENSITIVE SPACES. SEE ARCH FOR ADDIT INFO. PER PLAN t PER PLAN t t/4 SAWCUT DEPTH OR t/4 PREMOLDED JOINT (1 1/2" MIN) T/SLAB PER PLAN T/SLAB PER PLAN C J SLAB JOINT, SEE CONTROL JOINT W-COL, PER PLAN EDGE OF FOUNDATION CONC PIER, PER PLAN 3/S4.01 PERPENDICULAR TO FOUNDATION BELOW FOOTING THRU FOUNDATION PARALLEL TO FOUNDATION 2 1 NO PIPE THRU FTG NO PIPE THRU FTG MAINTAIN REQUIRED REINFORCING SPACING AROUND PIPES FTG CONC FILL TO BE IN PLACE BEFORE FTG IS POURED PIPE OR DUCT BACKFILL 8"Ø MAX PIPE TRENCH NOTE: CONTACT ENGINEER IF PIPE OR DUCT INTERFERES W/ FTG & CANNOT BE MOVED 1'-6" MIN 6" M I N CONC FILL CO N C F I L L 9" MIN 10 " M I N ANCHOR ROD (AR) HEADED ANCHOR BOLT (HAB) ANCHOR EMBED SCHEDULE BOLT SIZE ADDITIONAL REMARKS: AR EMBED HAB EMBED 1/2" 5/8" 3/4" 7/8" 1" 1 1/8" 1 1/4" 1 1/2" 6" 7 1/2" 9" 10 1/2" 12" 13 1/2" 15" 18" 6" 7 1/2" 9" 10 1/2" 12" 13 1/2" 15" 18" 1. ANCHORS TO BE SET IN TEMPLATES PRIOR TO CONCRETE PLACEMENT 2. ANCHOR MATERIAL ASTM F1554 GRADE 36, UNO DAMAGE THREADS HEAVY HEX ANCHOR NUT W/ 1/2" THREAD LENGTH ABV & BLW NUT WASHER L E N G T H PR O J E C T I O N . 2" MIN THREADED LENGTH ABV & BLW NUT EM B E D PIER REINF, SEE SCHEDULE FOR SIZE AND SPACING. CONC FTG, PER PLAN STL BLDG FRAME CL PIER = CL FOOTING ST E E L L I N E SLAB HAIRPINS PER PLAN (CENTER IN SLAB), WRAP ANCHOR RODS CONC SLAB PER PLAN SEE FOR CONTROL JOINT STRUCTURAL LINE (SL) OF METAL BUILDING = EDGE OF FND T/GRADE VERIFY T/FTG PER PLAN T/PIER PER PLAN T/SLAB PER PLAN PLAN VIEW (PIER CROSS SECTION) PLAN - SIDEWALL PIER TIES, SEE SCHEDULE FOR SIZE AND SPACING VERT BARS SEE SCHEDULE FOR SIZE ANCHORS, PER METAL BUILDING MFR HAIRPINS TO WRAP COL ANCHOR RODS ST E E L L I N E STRUCTURAL LINE (SL) OF METAL BUILDING = EDGE OF FND 2" C L R SEE FOR AR EMBED PIER 'P1' - PLAN VIEW 1 1 / 2 " 1'-8" 1' - 0 " PIER 'P2' - PLAN VIEW 1 1 / 2 " 2'-0" 1' - 3 " PIER 'P3' - PLAN VIEW 1 1 / 2 " 2'-0" 2' - 0 " 7/S4.01 4/S4.01 1 PIER 'P4' - PLAN VIEW 1 1 / 2 " 2'-4" 1' - 4 " 1 1.5 'H' 'H' CONC FTG, PER PLAN MATCH FTG REINF SEE PLAN FOR STEP LOCATION FND WALL, PER PLAN NOTE: 1. INDICATES MIN REBAR LAP LENGTH PER . LOWEST BAR OF FND WALL (1) (1) 2' - 6 " , M A X 'H ' 1.5 'H', MIN (1) (1) (1) (1) (1) 1'-6" 3" C L R , T Y P T/FTG PER PLAN T/FTG PER PLAN 1/S4.01 REBAR LAP SCHEDULE BAR Ø ADDITIONAL REMARKS: 4500 PSI CONC CLASS 'A' CLASS 'B' #3 #4 #5 #6 #7 #8 #9 #10 #11 15" 19" 24" 28" 42" 48" 54" 60" 67" 19" 24" 30" 36" 54" 62" 70" 78" 87" 1. USE CLASS 'B' LAP UNO ON THESE DRAWINGS 2. FOR EPOXY COATED BARS MULTIPLY DEVELOPMENT LENTGH BY THE FOLLOWING FACTORS: 2.1 BARS W/ COVER LESS THAN 3x BAR DIAMETER 1.5 2.2 CLEAR SPACING LESS THAN 6x BAR DIAMETER 1.5 2.3 ALL OTHER EPOXY COATED BARS 1.2 SOG & REINF PER PLAN PL A N PE R C L R 3" REINF PER PLAN REINF PER PLAN, CTRD IN WALL (ALT HOOKS) T/SLAB PER PLAN T/FTG PER PLAN FIN GRADE SL = STRUCTURAL LINE OF METAL BLDG GRID WALL PANEL BY BLDG MFG BASE ANGLE OR CHANNEL & ANCHOR BOLT PER BLDG MFG CONC FTG PER PLAN CONC WALL PER PLAN PIER REINF, SEE SCHEDULE FOR SIZE AND SPACING & FOR LAYOUT OFFSET CONC FTG, PER PLAN STL BLDG FRAME CL PIER = CL FOOTING ST E E L L I N E SLAB HAIRPINS PER PLAN (CENTER IN SLAB), WRAP ANCHOR RODS STRUCTURAL LINE (SL) OF METAL BUILDING = EDGE OF FND T/FTG PER PLAN T/PIER PER PLAN T/SLAB PER PLAN PLAN VIEW (PIER CROSS SECTION) PLAN - SIDEWALL PIER TIES, SEE SCHEDULE FOR SIZE AND SPACING VERT BARS SEE SCHEDULE FOR SIZE ANCHORS, PER METAL BUILDING MFR HAIRPINS TO WRAP COL ANCHOR RODS ST E E L L I N E STRUCTURAL LINE (SL) OF METAL BUILDING = EDGE OF FND 2" C L R SEE FOR AR EMBED 7/S4.01 (E) CONC FND WALL & FTG TO REMAIN (E) CMU WALL TO REMAIN CONC SLAB PER PLAN SEE FOR CONTROL JOINT 4/S4.01 9/S4.01 ©Copyright D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc. D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use. www.dci-engineers.com CIVIL / STRUCTURAL ®1060 Fowler Ave, Suite 202 Bozeman, Montana 59718 P: (406) 556-8600 BIM FILE PATH: SHEET NO.: TITLE: copyright 2018 SMA, P.C. 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DATE REVISION DESCRIPTION 1 11.13.20 Addendum 1