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EMBEDDED STEEL PL1x14x1'-2°(50ksi)
<br /> (VERIFY W/TOQLING MANUFACTURER)
<br /> �,� �,.2„ �„
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<br /> �— - - - _, , - �� - . , , - � ; 1, ,- - " , - , ` _ , INDEX PIN HOLE
<br /> STEEL PL 1/4"AND SECTION OF PIPE AS (BY TOOLING MANUFACTURER)
<br /> , REQ'D(BY TOOLING MANUFACTURER) (4j ANCHOR BOLTS(NOT SHOWN,BY
<br /> � _ STEEL PL1"(BY TOOLING TOOLING MANUFACTURER)
<br /> ;` ' MANUFACTURER) �
<br /> ' -� SAWCUT 1"DEEP MAXIMUM AND CHIP �
<br /> " � OUT CONCRETE TO DEPTH INDICATED, � �" nP �P INDEX PIN HOLE
<br /> (BY TOOLING MANUFACTURER)
<br /> - CUT BARS ONLY AS REQ'D FOR � BY TOOLING LIQUID TWO-COMPONENT EPDXY GROUT WITHOUT ADDED �
<br /> Jq - � - _� INSTALLATION OF WDEX PIN HOLE. S400 MANUFACTURER(TYP) AGGREGATE. EMBEDDED PL1°
<br /> S400 ; (NO REINFORCEMENT�a SIM) MINIMUM COMPRESSIVE STRENGTH=8,OOOPSI @ 28 DAYS.
<br /> � i . N -a .- _ -_ _ � . MASTERFLOW 647 BY BASF,OR EQUAL.
<br /> ' � .= ` _ ( (BY TOOLING MANUFACTURER) � :
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<br /> - . � -°w � _ - � � _ �� � ��. � � � STEEL PL114"AND SECTION OF PIPE AS �
<br /> � � , . - - • ' " �� - , •� {,- � ' . � ,� - - r ' � , _� ; REQ'D(BY TOOLING MANUFACTURER)
<br /> . , . . , .. , _ , _ ;.. . , . , . . ..
<br /> EXISTING SLAB
<br /> REINFORCEMENT
<br /> NOTE: � (NO REINFORCING @ SIM)
<br /> (4)HOLES FOR COUNTERSUNK ANCHOR BOLTS PROVIDE SET SGREWS OR OTNER MEANS OF LEVELING
<br /> (AS REQ'D BY TOOLING MANUFACTURER) PLATE PRIOR TO GROUTING(NOT SHOWN)
<br /> PLAN - SRW INDEX PLATE � SECTI�N A DETAIL 2
<br /> SCALE: 3"=1'-6° S290 S400 SCALE: 3"=1`-0° S400 S400 SCALE: 6"=1'-0° 5400 S400
<br /> S291
<br /> S293
<br /> 1'-8"x 2'-2112"CONC BLOCKOUT(NTS)
<br /> 1��(NTS� BASEPLATE(BY TOOLING
<br /> MANUFACTURER)
<br /> EPDXY GROUT NERIF`� STEEL FRAME(BY TOOLING
<br /> (BY TOOLING MANUFACTURER) C MANUFACTUER)
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<br /> I
<br /> SECTION B
<br /> SCALE: 1 112"= 1'-0° S293 S400
<br /> 0 1/2' 1' 1 1/2' 2'
<br /> SCALE: 1 1/2"= 1'-0°
<br /> � 3„ 6„ 9„ �2„
<br /> SCALE: 3" = 1'-0"
<br /> 0 1,� 2" 3�� 4�� 5,� 6��
<br /> SCALE: 6"= 1'-0"
<br /> NEW SHEETADDED
<br /> www.brph.com Copyrighto 2017
<br /> This item has been eiecVonically signed and sealed /v C��I.CL W, Engineers, Constructors
<br /> 6y(Ernest Maiteri,PE)using a digital signature and O 19020 33rd Ave W,SUlte 530 State of W ashington
<br /> date.Prrnfed copies of this document are not Certificate of Authorization
<br /> consideredsignedandsealedandthesignaturemust Lynnwood,Washington,98036 A�chiteCtut'e No.603235512
<br /> beverifiedananyelectroniccopies. 425-921-3500 Engineering No.3137 �
<br /> SYM REVISION BY APPROVED DATE SYM REV(SION 6Y APPROVED DATE Sj MA/ ACCEPTABILITY °�WN �ATE SUBTITLE CURRENT REVISION SYMBOL DATE n
<br /> �E WAS j'�. BEL o3�os��� 16321 p 03/08/17 "
<br /> Q ISSUEFORCONSTRUCTION(SRW-40-035/40-024) (WBS16321) BEL EM 03/08/17 ����F yi,�,'pi THISDESIGNANDiOR CHECKED STEEL DETAILS a
<br /> '� � �'�, SPECIFICATION IS APPROVED HM O3IOSI'I7 SHEET
<br /> � est e� O ENGINEER TITLE FACTORY TRANSFORMATION 777X SERVICE READY WING `'
<br /> BQE,�� 1�: 6`� 03 „ (-O8't�' M APPROVEDBY DEPT. DATE EM O3IOS/�7 Q �
<br /> � CHECKED ��O O V O � �
<br /> �
<br /> Q BUILDING 40-035
<br /> PPRaVED LL
<br /> oy 2 p � JOB NO, COMP N0. �
<br /> F SSF�1 S T ER����� PPROVED ow�No. W015/2$99-801 �
<br /> !o"A� � STRUCTURAL MASTER EVERETT,WA 40-035-S400-801
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