Loading...
HomeMy WebLinkAboutS1.3TypicalDetails_07222021PLAN SAW CUT POUR STOP ISOLATION JOINT NOTE: #3 BAR GRADE 40; ALL OTHER BAR GRADE 60 REINF *USE LAP LENGTHS SHOWN IN THIS SCHEDULE, UNLESS NOTED OTHERWISE ON THESE DRAWINGS. NOTES: 1.CONTRACTOR'S OPTION, SAW CUT OR POUR STOP. 2.SEE 3/S1.3 FOR BELOW SLAB PREPARATION. 3.REFERENCE S1.1 GENERAL NOTES FOR SPACING REQUIREMENTS. NOTE: DOUBLE REINFORCING CURTAIN SIMILAR. PROVIDE CORNER BAR AT EACH CURRENT MATCHING HORIZONTAL BAR SIZE AND SPACING. 1/4 x 't' (1" MIN)'t'***** REBAR LAP SCHEDULE IN CONCRETE, UNLESS NOTED OTHERWISE BAR #LAP #3 #4 #5 #6 18" 20" 24" 30" TRUE STRAIGHT LINE SAWN WITHIN 24 HRS AFTER POUR TRUE STRAIGHT LINE1x2 CONT KEY OR "BURKE" KEYED KOLD JOINT OR EQUAL ISOLATION JOINT FILLER TOS REF PLAN SLAB-ON-GRADE REF PLAN VAPOR BARRIER & INSULATION BELOW SLAB REF ARCH'L 6" OF 3/4" MINUS GRANULAR BASE (COMPACT TO 95% MDD) COMPACTED STRUCTURAL FILL PER GEOTECH REPORT NATIVE MATERIAL COMPACT UNDISTURBED MATERIAL TO 95% MDD REF GEOTECH REPORT WALL TYPICAL PIPE PENETRATION THRU FOUNDATION WALL OR BELOW FOOTING SCALE: 3/4" = 1'-0"7 TYPICAL CONCRETE WALL STEP DETAIL SCALE: 3/4" = 1'-0"8 TYPICAL INTERIOR BRG WALL FOOTING SCALE: 3/4" = 1'-0"9SCALE: 3/4" = 1'-0"6 TYP. STEPPED FTG. SCALE: 3/4" = 1'-0"10 S 1'-0" S 1.5"H" "H" CONC. WALL REF PLAN FOR STEP LOCATION MATCH FTG REINF LOWEST BAR OF FND WALL DOWEL SIZE TO MATCH HORIZ WALL REINF 1'-0"1'-0" 1'-0"1'-0" "H" 4'-0 MAX. MIN. 1.5 "H" 1'-0" 8" CLR. TO T.O.W. MIN. LARGER PIPE ø CLR. BETWEEN PENETRATIONS OR 3" MIN., WHICHEVER IS GREATER PIPE SLEEVE ø NO PENETRATION ALLOWED THRU FTG. C.I.P. CONCRETE PRISM x FTG. WIDTH ELEVATION PIPE SLEEVE 2"ø LARGER THAN SERVICE PIPE SECTION SERVICE PIPE COMPRESSIBLE MATERIAL OR GASKET BETWEEN SERVICE PIPE & SLEEVE (2) #4 x 4'-0" DIAGONAL REINF @ INSIDE CORNER TYP VERT & HORIZ REINF REF PLAN 'U' TIES-MATCH HORIZ REINF SPACING 'VERT @ END- TYP WALL REINF 2 1 2 1 2'-0" LAP MIN 2'-0" LAP MIN T.O.F. SEE PLAN T.O.W. SEE PLAN SEE PLAN SEE PLAN ELEVATION PLAN VIEW STAIR TREADS PER ARCH'L 2x P.T.D.F. RIM 2x P.T.D.F. MUDSILL w8 5/8"ø AB's AT 1'-6" o.c. STAIR STRINGER -REF. PLAN PER OWNER 5" MIN.(2) #4 TOP AND BOTTOM 6"6".4".SLAB JOINTS SCALE: 3/4" = 1'-0"2LAP LENGTH & CORNER BAR SCALE: 3/4" = 1'-0"1 TYP SLAB-ON-GRADE DETAIL (SOG) SCALE: 3/4" = 1'-0"3 SCALE: 3/4" = 1'-0"4 SCALE: 3/4" = 1'-0"5 4"1'-0"1'-4" MIN. DETAIL NOT USED DETAIL NOT USED 3" CLR 3" CLR STAIR STRINGER TO SLAB DETAIL PER SCHED.4"1'-0"3" CLR 1'-0" REF PLAN BRG WALL REF PLAN PT 2x6 PLATE w/ 5/8"øx8" TITEN HD ANCHORS @ 32" o.c. UNO PER SW SCHED. BENT #4 BAR INTO THICKENED SLAB @ 36" o.c.REF PLAN CONC FTG REF 3/S1.3 SLAB-ON-GRADE REF PLAN P3x6 FOOTING SCALE: 3/4" = 1'-0"11 PER SCHED.4"10"3" CLR PT 2x4 PLATE w/ 5/8"øx8" TITEN HD ANCHORS PER SW SCHED. REF PLAN CONC FTG REF 3/S1.3 SLAB-ON-GRADE REF PLAN P2.5B FOOTING SCALE: 3/4" = 1'-0"12 PER SCHED.4"10"3" CLR REF PLAN CONC FTG SLAB-ON-GRADE REF PLAN PT 2x6 PLATE w/ 5/8"øx8" TITEN HD ANCHORS PER SW SCHED. COLUMN, SEE PLAN COLUMN, SEE PLAN REF 3/S1.3 www.lpwarchitecture.com PHONE | 406.771.0770 15 FIFTH ST. SOUTH GREAT FALLS | MT 59401 SHEET NUMBER: PROJECT NUMBER: DATE: CHECKED BY: DRAWN BY: THIS DRAWING IS THE PROPERTY OF THE ARCHITECT. IT HAS BEEN PREPARED SPECIFICALLY FOR THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ARCHITECT. © 2018 L'HEUREUX, PAGE, WERNER, PC No.Date Submittal Schedule Submittal TOWNHOME APARTMENTS7/14/2021 9:32:01 AMS1.3 21-01-135 BP TLTYPICAL DETAILSTRADITIONS SUBDIVISION7/6/2021 Revision Schedule No. Revision Date 7/15/2021 STRUCTURAL ONLY