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EEXr3flly"1G <br />POSITION 4 <br />POSITION 5 <br />#4 HAIRPINS x %T� <br />@ 18" OC, <br />ROUGHEN SURFACE TO 1/4" AMPLITUDE (TYP) <br />EW (2 LEGS EA) <br />S281a <br />#6 @ 12" OC, EW <br />14 <br />4- <br />4 <br />- <br />, <br />- <br />s <br />° 4 <br />41 <br />14 <br />41 <br />a <br />a 11 41 <br />-., <br />d ® 4=,a ®,° -' �� -.� <br />°a® <br />#11 @ 12" OC, EW, T&B <br />CHAIRS AS REO'D <br />SCALE: 3/4" = V-0" <br />1 /8" CAP y 1/4" GAP <br />3/8" DIA. COUNTERSUNK 1„ 1/2" CONT. PLATE <br />SCREW @ 12" OC <br />1/2"x1-7/8" CONT. BAR 1/2"x1®7/8°' CONT. BAR <br />MAT FOUNDATION <br />1 - n _ _ .4 - a <br />a -Q . <br />Q � ,. a <br />21 <br />SEE PLAN FOR <br />��. <br />d Ga <br />SLAB ON GRADE a <br />TYP <br />a d 1/4 3-12 <br />TYP <br />SYM REVISION <br />0 - IFC - HBL EXPANSION o POSITIONS 5 & 6 <br />6'- 6" (VERIFY IN FI <br />SCALE: 3/4" = V-0" <br />S281a <br />g <br />5'- 0" (VERIFY IN <br />! <br />3/8" DIA x 4" LG HEADED <br />STUD @ 12" OC (TYP) <br />Rm <br />ARMOR EDGE (2) - 1-1/2"x3/8" <br />CONTINUOUS ROLLED STEEL BARS <br />13' m 6" (VERIFY IN <br />ENSURE ANY CONCRETE PAST IS <br />REMOVED FROM TOP OF BARS <br />DURING FINISHING <br />3/8" DIA x 4" LG HEADED <br />STUD Q 12" OC (TYP) <br />T/SLAB 41 T/S AD <br />Of <br />° ROUGHED SURFACE TO 1/4" AMPLITUDE, OR <br />PROVIDE EXPANDED METAL LATHE AS SHOWN r <br />VERTICALLY BELOW THE AECJ a <br />d. <br />L2x1-1/2xl/8 x CONT., TACK <br />WELDED TO ARMORED EDGE a ° a a d ROUGHED SURFACE TO 1/4" AMPLITUDE, OR 4 <br />4 _ PROVIDE EXPANDED METAL LATHE AS <br />SHOWN VERTICALLY BELOW THE AECJ <br />'4-' <br />TI <br />N—S ARMORED EDGE SECTION E-W ARMORED EDGE SECON — ------ <br />SCALE.1 1/2" = V-0" <br />S281 I S281a SCALE: 1 1/2" = V-0" <br />20IT901I <br />sSraNAL� <br />®RAW N <br />ACCEPTABILITY <br />KKB <br />THIS DESIGN AND/OR <br />CHECKED <br />SPECIFICATION IS APPROVED <br />BLS <br />ENGINEER <br />APPROVED BY DEPT. I DATE <br />JTP <br />ENSURE ANY CONCRETE PASTE IS <br />REMOVED FROM TOP OE SARS <br />ARMORED EDGE CONTROL JOINT (AECJ) o (2) DURING FINISHING <br />2"4/8"xCONT. METAL STRIP TACK WELDED <br />ALONG ONE SIDE OF STEEL BAR, SO ONLY (1) <br />EXTENDS DOWN BELOW IT AS SHOWN 4"4/8" HEADED STUDS @ 12" OC (TYP) <br />T/SLAB <br />° d <br />G <br />PNA DIAMOND DOWEL SYSTEM 12" SLAB - 3/4"x4-1/2"x4-112" <br />@ 18' OC OR 3/4" DIA x 2'-0" SMOOTH DOWELS @ 12" OC, <br />WITH GREASE ON ONE SIDE <br />SECTIONARMORED EDGE m ® <br />SCALE: 1 1/2" e V-0" <br />S281a <br />T/FOUNDATION <br />EXISTING SLAB PER PLAN OR AS REQ'D <br />1-1/8" DIA x CONT. ROD <br />SEALANT 1-3-1/24-1/208 x CONT. W/ <br />#4 @ 12" OC, EW, T&B 1/2" DIA x 6" LG HEADED STUD @ 12" OC <br />SEE PLAN FOR <br />SLAB ON GRADE /— MAT FOUNDATION <br />a4. Q - <br />`. c4 <br />III III � III' _ <br />#6 x 1=8 DOWEL @ 12 LEAN CONC. FORMED FILL PER I d <br />OC IN HILTI HIT-HY200 GEOTECHNICAL ENGINEERING. <br />ADHESIVE (6" EMBED) GEOTECHNICAL REPORT DATED 05/??/22, <br />ROUGHEN SAW -CUT SURFACE STRUCTURAL FILL SECTION, PAGE <br />1 <br />TO 1/4" AMPLITUDE EXPANSION <br />JOINT MATERIAL <br />ISOLATION <br />' ° - JOINT SECTION <br />5281 L,9281 a SCALE: 1 1/2°` z; V-®" _ <br />TT <br />REVIEWED FOR PERMIT <br />0 1' 2' 3' 4' <br />SCALE: 3/4";7 1' 0( " <br />0 1/2' 1' 1 1/2' 2' <br />SCALE, 1 1/2" m V-0" <br />DATE SUBTITLE <br />06/30/22 CONCRETE DETAILS <br />06/30/22 <br />06130/22 TITLE H13L EXPANSION o POSITIONS 5 & 6 <br />BUILDING <br />ISTRUCTURAL MASTER EVERETT, WA <br />S281 I S281a <br />vombrph.com 1574 <br />©2022 <br />Architects Engineers, <br />Inc. <br />19020 33rd Ave W, Suite 500 <br />Mate of Washington <br />Certificate of Authorization <br />Lynnwood, Washington, 93036 <br />L <br />Architecture No. 603235512 <br />42-921-3509 <br />Engineering No. 3137 <br />RRENT REVISION SYMBOL <br />DATE <br />16120 0 <br />06/30/22 <br />EET <br />cy <br />CN <br />S281 a <br />-200 <br />3 "o. WO 15/2899-200 <br />connP No. <br />NO. 40®Q20-S261 a <br />