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Q <br /> U <br /> W <br /> (I) <br /> W <br /> AS REQ'D Q <br /> CC <br /> UNISTRUT P3200 GALV @ 5'-0" MAX. AND <br /> 2'-0" MAX FROM TRENCH CORNERS EA >, PL1/2" W/ 3/8" DIA x 3" 1 8 " -- <br /> - <br /> #5 12" OC, EW, <br /> SIDE (TYP) EXISTING SLAB ON PL1/2 W/ 3/8 DIA x 3' 1/8" 4 7/16" PL1 1/2"x4" W/ 3/16" CHAMFER x CONT LONG HEADED STUD 16" OC / 4 7/16 H- <br /> T&B ix <br /> GRADE LONG HEADED STUD 16 <br /> - - - N 1 1" (AS SHOWN) -. 1" <br /> - PL1 1/2"x4" W/ 3/16" CHAMFER x CONT <br /> 4 . 1 1'-0'" 2'-0" .y,1'-0'�, I-- <br /> �� TOP OF CONC ALUMINUM PLATE TOP OF CONC (AS <br /> STLSHOWN) <br /> I <br /> _• , _ I •, 4.-` - ;: S281 MIN Alk Z ;VNG <br /> SB ON GRADE T te/ 'T . R j ; P$ j <br /> _> 4- _ -; #6 x 2'-8" 18" OC DOWELS STL LID • <br /> o .n' ,l ? �; - / <br /> 5 N " , d', SET IN HILITI HIT HY-2C0 _1 - t• �1,.; • , , BAR 3/16 A. / <br /> CD <br /> a. ,- - 1 - f TO w <br /> WATER STOP \ : .. S281 �) . • . EMBED 6 (TYP) ^ _-- • __, <br /> i l l�t � .• �„ } ,, - 1 Ill BAR 3/16 / cn <br /> _ - as - A _ Z <br /> -, /. ee 0 -III - \ --t I `' - ,^._..._"�'�-L� d /,/ N <br /> (TYP) d // /� <br /> _1 y - #6x18 x18 HK BARS © 12" OC _// <br /> ROUGHEN SURFACE TO 1/4" `•t,�= �'� '``' : ° A "' ; <br /> _ _ _ � � 4. "�. IN HILTI HY-200 EPDXY. / "• <br /> • _ 01 ^ - a• d -•d - . - - EMBED 8 ® MID—DEPTH OF SLAB (TYP) - ��.. ' -� PL "•- '�• ----� <br /> AMPLITUDEEXCEPT AT =. `, ► < , a 5 12"© OC, EW, EF 1 0 �' 'a " - _ = <br /> WATER STOP (TIP) , ;-:'11:;:, , _'5 -11 _.: ' _ • • (TYP) � 1 - 3/16\2-12 ° ;� \2_12 FBOND 3/16 <br /> _ • 11 - (3) #5 EA FACE, EA SIDE (TYP) <br /> ;-0 „ �� , ,•• -. ,A- L5x3x5/16 LLH <br /> c� 5 © 12 OC TOP M d OR (4) #5 (a? EA FACE, EA SIDE SIM 3/16 2-12 0`• ;iq. "; -~� ;��; ;,` A' W/31/221 DIA. x 8" LONG HEADED STUD 3/16 2-12 a : ; ; = aAA W/ 1/2" DIA. x 8" LONG HEADED STUD <br /> # _ - A d A , 12 <br /> #5 © 12" OC, EW, #5 U-BARS © 12" AS SHOWN (3) #5 © TOP & BOT. • 12 OC = " ; OC <br /> T&B ; . <br /> a_ , - • • I ' - <br /> • <br /> DETAIL flD -TALSETO \ 3 » „ <br /> SECTO \ A � <br /> SCALE: 3"=1'-0" S281 S281 SCALE: 3 = 1 -0 S281 S281 <br /> SCALE: 1/2" = 1'-0" 1 1/8„ 1S60 [S281 SCALE: 1/2" = 1'-0 1S65 1S61 S281 5500-1-- - S500-1- ' <br /> 1S61 <br /> 4 7/16" PL 1 1/4" HINGE BAR <br /> TYP 2 5/8" /8" <br /> 4 7/16" <br /> >5/16/ „ 1 8" PL1/2" W/ 3/8" DIA x 3" 1/8"16 2 9/16 2 3/8" / PL1/2" W/ 3/8" DIA x 3" 1/8" 4 7/16" 4 7/16" <br /> ALUM PL 1/16" 7 TOP OF CONC TYP\ 5/16 3/167�� �- PL 1 1/4" HINGE LONG HEADED STUD ® 16" OC _ PL1-1/2 x4» LONG HEADED STUD © 16" OC — AO <br /> 2 1/44r• PL1 1/2"x4" <br /> BAR 2 1/4" <br /> 5/16 6 TOP OF TOP OF7 ALUMINUM PL <br /> TOP OF CONC STL <br /> • • ib _ _ ALUM CONC CONC ST <br /> ~ /// , lif/� A ��_. : 5/16/2-6 ■L5 16 2-6 \ A \ <br /> '.° « /1�� / j/j/j//, \ 5/16 2-6 /j/jjj� \4 A. � '; \ , / / 5/16 2-6 ,% 5/16 2-6 /!! ,, C TYP '' , a�.„ <br /> <....,. _.„ <br /> , i .<..., ›_ <br /> BEYOND / BAR 3/ / �,�% -_ PL1 2" W 3 8" DIA x 3" LONG -77 •- a- :':Q-. <TYP TO - . =K ;"% BAR <br /> -- -- iff iir..rAwAmr.~-Ai or - PL1-1 2 x4 p 5 16 > 3 16 " TO 3/16 , ;� <br /> > 3/16> <br /> r' .A , ;, . ° HEADED STUD ® 16 OC / .; / BAR / �'+ / / BAR - / / <br /> " BEYOND _ / f -- -- <br /> L4x4x 1/2 LLV a ; F� -- -- /, o , PL1/2 W/ 3/8 DIA x 3 LONG ," •• • l <br /> d.. A. °�• - r - • ' ,- HEADED STUD © 16 OC1/4/ , ‘_ _ . 7 • , ., _ , �i / ii �/ <br /> / :: PL Y :. . " PL BEYOND <br /> 5/16 5/16/ L4x4x1/2 <br /> = '; �" 1 4 3/16\2-12 ; = + a' % BEYOND 3/16\2-12 per.; ' L • ;•� = /, <br /> ` <br /> TYP =: •.. = ° / 3/16 2-12 %:4 L5x3x5/16 LLH 3/16 2-12 ,�;- i�- =- • � _ L5x3x5/16 LLH <br /> / 1." -., A ;, a �` ' .'" ; ::_ -; " 5/16/ �'` ° W/ 1/2 DIA. x 8 LONG HEADED *4 .,.;, :r W/ 1/2" DIA. x 8" ,LONG <br /> L5x3x5/16 LLH 5/16 �• a- ° r+ <br /> PL1"x4„ W/ 1/2" DIA. x 8" LONG TYP 6 A a - . - . .`• "- : , � ; " <br /> ° 12" OC �� HEADED STUD 12 OC <br /> HEADED STUD © 12" OC 5/1 A a ` a : :• • • ' "• - ,, 4 " - <br /> •. <br /> _ - n L5x3x5/16 LLH W/ • U" - - • - <br /> - - - PL1"x4" � •- v 1/2" DIA. x 8" LONG ` <br /> -TA © \ G BLOC HEADED STUD @ 12" OC 7 <br /> SCALE: 3" = 1'-0" S281 S281 <br /> 5500-1-- - DETA L @ - 1 \ G - BAR - D =TA L__ (6\ <br /> D -TAIL ( 5\ <br /> L5x3x3/8 LLV W/ 1/2" DIA x 7" LONG WHS ® 12" OC SCALE: 3" = 1'-0" S2811S281 SCALE: 3 = 1'-0" S500-2 S281 <br /> SCALE: 3" = 1'-0" S500-2 S281 <br /> ALUM PL TOP OF <br /> 4'-9 1/4" ► 1'-2" 1/8" GAP 1/8" GAP <br /> CONC 6" 1'-2" <br /> #6 DOWELS_@ 12" OC SET » , » r tt >, t _ <br /> 4- �_ I HILTI HIT-HY 00(EMBED _ 3'-4 1/2 2'-1 1/2 2 -6 8" 1 -0� 2'-6" 8" 1'-0"������ " ",;- ,; ( ) rn REMOVABLE STL LID (-7 rn <br /> •' ::-4'. 3 6 TOP, 2 6 MID S281 S281 <br /> PL1-1/2"x4" % •,' • ‘• " •'.- ---" DEPTH, (4) #6 BOT W/ #4 S2 S28�S281 <br /> STIRRUP @ 6 OC LID FRAME <br /> PL1-1/2"x4" ;:°;; '": DISOCONTINUUEEDSEND (BY OTHERS) <br /> BEYOND A . AT <br /> - •' -' =•. ';' \l'' 1 �, P� / / , ,/ / . / „ „ „ „ „ „ „ „ „ „ „ „ „ „ i <br /> 'A.!)\ / <br /> • " +y --" o 0 4 6 TOP, (2)#6 MID DEPTH, o #6 x 2 SET DOWHILTI / �, <br /> I (5) 6 BOT W/ #4 STIRRUPS I 12" OC, IN <br /> U•_•,. ;�.+:_ p ca SETS © 6" OC PROVIDE HOOK '" o / • _ HIT-HY 200 EPDXY cv <br /> 5/16 • °• o o ° L. ° AT DISCONTINUED END I p- (EMBED 6', TYP AT FND °- p <br /> TYP ' `,; •�:�, '; - ROUGHEN SURFACE r • . �� - t r`' AND EA WALL) 1 0 o <br /> 5/16 ' 4 ; TO AMPLITUDE L _ #5 12 OC, EW, EF ��' _ #5 12' OC, EW, EF �1 <br /> • •" -•-•'- 4 o (TYP EXCEPT AT �p p p p � p ° o <br /> ' - 1 WATER STOP) I 1 .4 �p <br /> "• - -+ •' in7.> #5 ® 12" OC, EW, EF -® - - - I )11 _ _ <br /> WATER STOP - <br /> " WATER STOP WATER STOP '� <br /> o � p �. p � I �� 1 <br /> D ETA L / _ _ _ <br /> -� � CONC WALL Q � � � � - - . _ - <br /> SCALE: 3" = 1'-0" 1 S60 S281 0 . L • N. <br /> L •%• L , L L. L 1 (BEYOND) A .i <br /> 1 S61 -� I A <br /> i ___ , , , , , L o ( ROUGHEN SURFACE / m o - <br /> _ 1 TO AMPLITUDE (TYP) <br /> \ 2 -4 3/4 1 S65 �-r %� <br /> \ 9 5/8" 9 5/8" (4) #6 TOP, (2) #6 MID 4'-0" 1'-0" <br /> DEPTH, (5) #6 BOT W/ O ROUGHENU" SURFACEDE (TYP) <br /> #4 STIRRUP ® 6" OC 7'-6 3/8" �1 -11 7/8 / 12" OC,-8 DOWELS <br /> #6 DOWELS @ 12" OC SET PROVIDE HOOKS AT - SET IN HILTI <br /> IN HILTI HIT-HY 200 EPDXY DISCONTINUED END _ / j HIT HY 200 EPDXY <br /> (EMBED 6 ) S _CT 0 \ 1 C 81 11 (EM:ED 6"), TYP AT FND <br /> LID FRAME 1 1 AN: EA WALL) <br /> �� ,X (BY OTHERS) / SCALE: 1/2" = 1'-0" 1S61 15281 j CDF /#/ /4/ <br /> CDF <br /> • 1 <br /> _ <br /> N S -CT 0 \ rE\ <br /> ROUGHEN SURFACE S -C T 0 \ <br /> TO AMPLITUDE <br /> ~1 SCALE: 1/2" = 1'-0" 1S61 S281 / 1S61 - <br /> (TY EXCEPT AT o '4 1S65 SCALE: 1 2" = 1'-0' 1S <br /> 60 S281 <br /> � WATER STOP) <br /> r) - • #5 @ 12" OC, EW, EF 1 4 <br /> WATER STOP <br /> ,,.... ‘. .., Ilk <br /> , . <br /> _ __., <br /> --c) <br /> 1 0 0 0 , o o 0 <br /> III <br /> #5 © 12" 0 1/8" 1/4" 1/2" <br /> OC, EW, T&B NEW SHEET ADDED - <br /> 6' 1'-2" 4'-0" 1 -2" 6" 3„ = 1 '-0„ <br /> www. rp .com Copyright©2019 <br /> This item has been electronically signed and sealed by(Andrew H. 0 1 ' 2' 4' r Q } n n Q r Inc.rF Miller,PE(usingadigitalsignatureanddate,PrintedcopiesofthisAl C���GC1.S Enginee S� II <br /> SECTI0document are not considered signed and sealed and the signature --- = State of Washington <br /> must be verified on anyeiectroniccopies. 1/�» 1 -Ott 19020 33rd Ave W,Suite 80 Certificate of Authorization <br /> SCALE: 1/2" = 1'-0" [ 281L 5-921- ,Washin ton,98036Engineering No.3137 <br /> 1 S61 425-921-3500 <br /> 1S65 NE N R Y Y Architecture No.603235512 <br /> i/7 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL A DATE 09/17/19 <br /> 9 17 19 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �� pF WAsy� � ACCEPTABILITY BEL 09/17/19 CONCRETE DETAILS / / <br /> A ISSUE FOR PERMIT - 767 RATE INCREASE FA BEL AHM 09/17/19 e, �c THIS DESIGN AND/OR CHECKED <br /> Q ,� ry -ter '� o � SPECIFICATION IS APPROVED LAL 09/17/19 SHEET <br /> ENGI® "' . �� „, 4 APPROVED BY DEPT. DATE AHM <br /> 09/17/1 g TITLE 767 RATE INCREASE — FA S281 <br /> APPZFEZ.AV -o q— G/ • <br /> t CHECKED <br /> 199• BUILDING 40-022 JOB NO. COMP NO. <br /> '�Fc/S ��� APPROVED EVE-18-30055-602 <br /> ss/ONA L EN���9 APPROVED STRUCTURAL MASTER EVERETT, WA DWG NO. 40-022—S281 -602 <br /> 0„„„ f,p IIb s�' <br />