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� HOLES FOR COUNTERSUNK ANCHOR BOLTS
<br /> I (AS REQUIRED BY TOOLING MANUFACTURER}
<br /> EMBEDDED STEEL PL21°DIA.x 1"(50KSI) �
<br /> (VERIFY W/TOOLING MANUFACTURER)
<br /> - � - - , - • - INDEX PIN HOLE BY •
<br /> . ,- ', �',� -� ' � -, - : TOOLING MANUFACTURER
<br /> ,' � �- STEEL PL 1/4"&SECTION OF PIPE AS REQ'D(BY T04LING MANUFACTURER)
<br /> _ � - � - LIQUID TWO-COMPONENT EPDXY GROl1T WITHOUT ADDED AGGREGATE INDEX PIN HOLE(BY TOOLING MANUFACTURER) C�
<br /> GROUT � ` MIN. COMPRESSIVE STRENGTH=8,OOOPSI @ 28 DAYS.
<br /> � � � MASTERFLOW 647 BY BASF,OR EQUAL(BY TOOLING MANUFACTURER) ANCHOR BOLTS(NOT SHOWN) �
<br /> (BY TOOLING MANUFACTURER)
<br /> - -� - I
<br /> , STEEL PL 1"(BY TOOLING MANUFACTURER)
<br /> - 10112° ���
<br /> � SAWCUT 1"DEEP MAXIMUM AND GHIP OUT CONCRETE
<br /> - ' ' TO DEPTH WDICATED. DO NOT CUT REINFORCING BARS �
<br /> ' � � BY TOOLING MANUFACTURER
<br /> � /°� I � - �
<br /> S283 S283 -� � � �- -- '— '— '— S283
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<br /> . � , . SECTI�N — EM�EDD�D INDE�C PL�TE �
<br /> NOTE: � �" �Ll'�i� A
<br /> VERIFY DIMENSION OF CONCRETE
<br /> DEPRESSION WITH TOOLING MANUFACTURER
<br /> SCALE: 6"=1'-0° S283 5283
<br /> PLAN - EM�EDDED INDEX PL/�TE �
<br /> SCALE: 3"=1'-0" 1 S3 1S63 S283 �
<br /> 1S62 1S67
<br /> 1S68
<br /> LIQUID TWO-COMPONENT EPDXY GROUT WITHOUT ADDED AGGREGATE INDEX PIN HOLE(BY TOOLING MANUFACTURER) STEEL PL 1/4"&SECTION qF PIPE A5 REQ'D(BY TOOLING MANUFACTURER)
<br /> MIN.COMPRESSIVE STRENGTH=8,OOOPSI @ 28 DAYS. �
<br /> MASTERFLOW 647 BY BASF,OR EQUAL(BY TOOLING MANUFACTURER) I ANCHOR BOLTS(NOT SHOWN)
<br /> � (BY TOOLING MANUFACTURER)
<br /> ISAWCUT 2"DEEP MAX.AND REMOVE CONCRETE
<br /> STEEL PL 1"(8Y TOOLING MANUFACTURER) � TO EXPOSE REINFORCEMENT. DO NOT CUT
<br /> 101/2° �'� REINFORCEMENT DURING PLATE AND ACHOR BOLT INSTALLATION.
<br /> � EMBEDDED PL1° BY TOOLING MANUFACTURER
<br /> INDEX PIN HOLE
<br /> (BY TOOLING MANUFACTURER} I r � � �
<br /> � I � �^. s ..� o, S283 I �
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<br /> S7EEL PL 1/4 AND SECTION OF PIPE r . - - ' ' ` � � � �
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<br /> SCALE: 6 1 0 a � - . , . . � _. , - . _ , �
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<br /> NOTE:
<br /> PROVIDE SET SCREWS OR OTHER MEANS OF LEVELING
<br /> PLATE PRIOR TO GROUTING(NOT SHOWN) 6"=1'-0"
<br /> SE�TlON — EM�EDDED INDEX PLATE �
<br /> FRP I��T F�UND�TION � � -� . � ,
<br /> �
<br /> SCALE: 6"=1'-0" S283 S283
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<br /> Lynnwood,Washington,98036 Certificate of Authorization
<br /> Architecture No.603235512 �
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<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �'
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY g�L 08115116 �
<br /> MP� A� CONCRETE DETAIL� 16325 p 08/15/16 `�
<br /> 0 RELEASE 9-(IFC WBJ 40-025140-024) (WBS16325) BEL TAL 08/15116 ,``�`� pF WAsy��FF THIS DESIGN AND/OR CHEMCKED 08115/16 �
<br /> '� SPECIFICATION IS APPROVED SHEET `�
<br /> .a ENGINEER TITLE FACTURY TRANSFORMA710N 777X WING BODY JOIN �
<br /> � 1 :12as OS- �' � -07' � AT) APPROVED BY DEPT. DATE TAL 08/15116 �.
<br /> I �. CHECKED � �
<br /> �U1LDIN� 40-024 a
<br /> �" o� �F 2541 �O �� PPROVED �og rvo. �015/2899-800 COMP NO. �
<br /> �ss�0 NSA L�E��\ PpROVED STRUCTURAL MASTER EVERETT, WA �wG"o. 40-024-S283-800
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