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(4) HOLES FOR COUNTERSUNK ANCHOR BOLTS
<br /> (AS REQ'D BY TOOLING MANUFACTURER) EMBEDDED STEEL PL 1"x 21"DIA. (50KSI)
<br /> �, 9„ (VERIFY WI TOOLING MANUFACTURER)
<br /> EPDXY GROUT - - - - - -
<br /> �
<br /> SEE A/S280 _ --_ _ _ - - - --- -- -- --- --- - -- ",= INDEX PIN H LE �
<br /> _ _ _ _ __ _ _ _ _ _ _ _ _ i 0 (BY TOOLING MANUFACTURER)
<br /> _ - - - ��� -
<br /> _,`,.� _ - - - � _- __- -- ,-_ STEEL PL 1/4"AND SECTION OF PIPE AS REQ'D (BY TOOLING MANUFACTURER) (4)ANCHOR BOLTS (NOT SHOWN�
<br /> _ _ -_- - - ��`-� _-- (BY TOOLING MANUFACTURER)
<br /> -_ _ - - -
<br /> -- - _ - - - -__- _= STEEL PL1" (BY TOOLING �0.5"Raolus
<br /> _ -- - _ -_--_ _ MANUFACTURER i NTs LIQUID TWO-COMPONENT EPDXY GROUT WITHOUT ADDED AGGREGATE.
<br /> - - - _ �� )
<br /> - . _ - _ SAWCUT 1 DEEP MAXIMUM AND CHIP OUT CONCRETE BY TOOLING MANUFACTURER MINIMUM COMPRESSIVE STRENGTH =8,000 PSI @ 28 DAYS.
<br /> __ - _ TO DEPTH INDICATED. DO NOT CUT REINFORCING BARS i i MASTERFLOW 647 BY BASF, OR EQUAL. (BY TOOLING MANUFACTURER)
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<br /> INDEX - - - _ . _- - . -
<br /> PIN H LE - - , a . _ �
<br /> 0 - o �� e . "�
<br /> - - :��` . . _ _ e� . `���' - . _ . .
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<br /> B - - - -- - - -� . - . . . , a - �� .. _ a 4 :a _ , a �°.�a - � °4 .
<br /> Y TOOLING MAPVUFACTURER ���" - - - � �a�� -`� � � _ . . . . . : a - . .
<br /> ( �`-1..•' - _ • , a . ,. . . . , . ad.a a , . - d . . a . . .� n '.
<br /> ) - - - - - - - - DEPRESSION WITH TOOLIN a .. . . . . . - -. . . e . - _ , . . . . . . . _
<br /> _- - - - G MANUFACTURER _ . . a. . . ,�-. . a . ..a . a . . - . . 4 - d. . a a . _ -"a . . .-
<br /> _ - _- - _ - � . - . . . - n .. . - � .. . a . : . � -
<br /> - - NOTE:
<br /> PROVIDE SET SCREWS OR OTHER MEANS OF LEVELING •
<br /> PLATE PRIOR TO GROUTING (NOT SHOWN).
<br /> PLAN - EMBEDDED INDEX PLATE � E -
<br /> SCALE: 3��-��-o�� S CT I O N E M B E D D E D I N D EX P LAT E A
<br /> 1 S -16 g280 SCALE: 6"=1'-0°
<br /> S280 S280
<br /> 1 S6 - �
<br /> 0 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 /> 0
<br /> www.brph.com Copyri ght o 2016
<br /> Architects, Engineers, Constructors
<br /> This item has been electronically signed and sealed by Thomas Lee,PE using a digital 19020 33rd Ave W,Suite 530 State of Washington
<br /> signature and date. Lynnwood,Washington,98036 Certificate of Authorization
<br /> Printed copies of this document are not considered signed and sealed and the signature must 425-921-3500 Architecture No.603235512
<br /> be ve�ed on an eleCtronic co ies Engineering No.3137 �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE n
<br /> pS A, ACCEPTABILITY BEL 07/27/16
<br /> 0 RELEASE 8-(IFC WWG BODY'JOIN) WBS16321(25-35) BEL TAL 07/27/16 ��`� oF WASN��F� THIS DESIGN AND/OR CHECKED STRUCTURAL SECTIONS & DETAILS �s32� 07�27��s d
<br /> as �� � 2�' SPECIFICATION IS APPROVED HM O7IZ7I'I6 SHEET �
<br /> BOE�H� � 0.1 � J �, �� �` T� ENGINEER TITLE �
<br /> APPROVED BY DEPT. DATE AL o7127/�6 FACTORY TRANSFORMATION 777X WING BODY JOIN �
<br /> ' A � CHECKED ��Q O _Q O O �
<br /> � 2��� `° APPROVED B U I L D I N G 40-035 � v �
<br /> ��'` 'pF �c� �� JOB NO. COMP N0. r
<br /> `�s c�s�E� �� APPROVED WO �5/2H99-HOO �
<br /> S�o^'A� �`N STRUCTURAL MASTER EVERETT,WA ow�No. 40-035-S280-800
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