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o� <br />� — ®m ®— — ®— — <br />4 d <br />S"2s8-._ 14-ab ° _ ° �a -' _, m �a GF,.•°a . �- _ d 4_ n d.-_°", 4i°a_- u __ ° _ ,a __ :ate,^ ° dv o-®4. - a° a - q'_ <br />POSITION <br />OSITION 9� 6 a." -d --n 4'a•_�&- -a .d - '° °" . a_ _ ° _-d-_. �-, a_4" d--'�h -° .a-ws q a��4,-_3_"rqwd-°a# <br />.4 w <br />HAIRPINS <br />AI <br />RPINS x a ." <br />18@a <br />18" 0C, 6 @ 12" CC MAX, EW <br />T/FOUNDATION EW (2 LEGS EA) <br />o <br />° Q <br />® — — o ® ® ® — m a a 4 4 qa q <br />W, 6 @ 1("®siA ° 4' <br />4 <br />4 a4- <br />44 <br />4 qa4 4;aA4— <br />'L4 d <br />4 4 <br />_ - <br />L4 <br />_ <br />CHAIR AS READ #9 @ 9" OC, EW, T&B <br />-SECTION <br />SCALE: 3/4" = 1'-0" I S2816 <br />S281b <br />— ® — ® o ® © — — — — <br />SEE SECTION A/S281b FOR REINFORCEMENT INFO <br />9 I <br />-r-- _ <br />T/FOUNDATION <br />4 � <br />_ <br />Q° $� <br />d Q <br />q Q 1/8" GAP 511 1/4" GAP <br />3/8" DIA. COUNTERSUNK 1"0 1/2" CONT. PLATE <br />' 4 - SCREW @ 12" OC <br />® P 4 Q ° a �4 1/2"x1_7/8" CONT. BAR <br />�a ° 1/2"x1m7f8" CONT. BAR <br />®a q a �® MAT FOUNDATION <br />�Z ILI <br />®04a a,o a <br />® I a - - s _ �' ? n ° J ` - - 4- ° a " .. ° °� o- ... ' 'q a o4_ _ a d ° a <br />LU <br />M of <br />4 <br />4 4 a SEE PLAN FOR a <br />SLAB ON GRADE ° -q <br />,4 q a <br />®,TYP <br />1/4 312 <br />Illi� III I-1i� TYP <br />1/4 312 4 <br />III=h� <br />EXISTING TUNNEL WALL <br />1_3A/20-1/2x3/8 x CONT. W/ <br />— 1/2" DIA x 6" LIS HEADED STUD <br />S EXPANSION JOINT MATERIAL 1 @ 12" OC (TYP) <br />I I NOTE: BEVEL CUT EDGE AS SHOWN <br />SECTION ISOLATION JOINT SECTION <br />SCALE: 3/4" = 1'-0" — <br />MW <br />EXISTING SLAB <br />PER PLAN OR AS REQ'D 1 1/8" DIA x CONT. ROD <br />SEALANT 1_3-1/2x3-1/20/8 x CONT. W/ <br />SEE PLAN FOR #4 @ 12" OC, EW, T&D 1/2" DIA x 6" LG HEADED STUD @ 12" 00 <br />SLAB ON GRADE MAT FOUNDATION <br />_ 4 - < <br />a <br />a a ° <br />96 x V-8" DOWEL @ 12" LEAN CONIC. FORMED FILL PER --� I — — ° 4= e <br />OC IN HILTI HIT-HY200 GEOTECHNICAL ENGINEERING REPORT <br />ADHESIVE (6" EMBED) <br />ROUGHEN SAW -CUT SURFACE <br />1" <br />TO 1/4" AMPLITUDE EXPANSION <br />JOINT MATERIAL <br />SCALE: 1 1/2" :: 1'-0" <br />SYM REVISION <br />0 IFC ► HBL EXPANSION PACKAGE POSITION 7 <br />0 11 _ <br />REVISION <br />61: <br />SCALE: 1 1/2" = V-0" <br />EM <br />R ' 4 ■ \ Zf i _ _ <br />ENSURE ANY CONCRETE PASTE IS <br />REMOVED FROM TOP OF BARS <br />DURING FINISHING <br />— 4"x3/8" HEADED STUDS @ 12" OC (TYP) <br />° 4 u <br />PNA DIAMOND DOWEL SYSTEM 12" SLAB - 3/4"x4-1/2"x4-1/2" <br />@ 18" OC OR 3/4" DIA x 2'4' SMOOTH DOWELS @ 12" OC, <br />WITH GREASE ON ONE SIDE <br />d.� r I 7��^� <br />SCALE: 1 1/2" ®1'.0" <br />ENSURE ANY CONCRETE PAST IS <br />REMOVED FROM TOP OF BARS <br />DURING FINISHING <br />ARMORED EDGE CONTROL JOINT (AECJ) - (2) <br />2"08"xCONT. METAL STRIP TACK WELDED 3/8" DIA x 4" LG HEADED <br />ALONG ONE SIDE OF STEEL BAR, SO ONLY (1) STUD @ 12" OC (TYP) <br />EXTENDS DOWN BELOW IT AS SHOWN <br />_ T/SLAB <br />d <br />4 <br />° d 4? <br />L1-1/2x1-1/2x1/8 x CONT., TACK <br />WELDED TO ARMORED EDGE d a d — ROUGHEN SURFACE TO 1/4" AMPLITUDE, OR <br />PROVIDE EXPANDED METAL LATHE AS <br />A a SHOWN VERTICALLY BELOW THE AECJ <br />SCALE: 1 1/2" e 1'-0" <br />� I , i 4 i' S � � <br />t <br />This item has been electronically signed and sealed by <br />(Brian L. Sayre, SE) using a digital signature and date. <br />Printed copies of this document ere not considered signed <br />and seated and the signature must be verified on any <br />electronic copies. <br />r I 1 <br />Geeffy <br />ACCEPTABILITY <br />THIDESIGN AND/OR <br />• SPECIFICATION APPROVEDAPPROVED BY DEP_. DATE <br />jENGINEER <br />- <br />JMP <br />APPROVED <br />tom., <br />s <br />, <br />EXPIRES +1-24-2024 <br />I E SUBTITLE <br />09/01 /22 <br />09/01 /22 <br />TITLE <br />09/01/22 <br />ROUGHEN SURFACE TO 1/4" AMPLITUDE, OR <br />PROVIDE EXPANDED METAL LATHE AS SHOWN <br />VERTICALLY BELOW THE AECJ <br />E-W ARMORED EDGE I <br />S281 b SCALE: 1 1/2" = V-0" <br />1 <br />i <br />BUILDING <br />STRUCTURAL MASTER EVERETT,WA <br />S281b <br />3/8" DIA x 4" LG HEADED <br />STUD @ 12" OC (TYP) <br />- U_ - <br />S281b <br />0 V E R E <br />OR PERMIT <br />www.brph.com <br />©2022 <br />chit meets, <br />Inc" <br />19020 33rd Ave W, Suite #500 <br />State of Washington <br />Certificate of Authorization <br />Lynnwood, Washington, 98036 <br />Architecture No. 603235512 <br />425-921-3500 <br />Engineering No. 3137 <br />'REVISION <br />SYMBOL <br />DATE <br />16123 <br />09/01 /22 <br />04 <br />S281 b <br />-200 <br />co <br />WO 15/2899-200 <br />COMP NO. <br />40-023-261 b <br />