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_ ""_ . ____�JL111: . . .. . . . . . . . . . <br /> 3„ <br /> (E) SLAB FILL SECTOR W/ �TYP I . <br /> NON—SHRINK GROUT _L <br /> 0 0 <br /> N � <br /> 1 � �. � <br /> D � � <br /> O O \ � <br /> 0 0 � L <br /> �� \ o o �� � �. <br /> ANCHOR BEYOND SECTION A—A ~ \�— f'� N � ' <br /> I � � <br /> 1 1 /2" N . o o `— • <br /> A MIN. �� —� <br /> TYP. � '— EDGE OF (E) HOLE <br /> 1 /2"Q� SCREW ANCHOR �—+ 1 1 2" <br /> W/ MIN. 4" EMBED., — TYP <br /> TYP. OF 4 CHIP OUTSIDES OF <br /> (E) HOLE, FILL <br /> o _ , „ W/ NON—SHRINK o <br /> , , PL1 /2x10x2 — 1 GOUT � � ° � � ° <br /> ��, ,�\ o <br /> � � FUTURE POGO D � � o � 2 ' <br /> (E) CORED HOLE �,` ,,�' ANCHOR BY � p ° I <br /> IN SLAB ---� OTHERS � � <br /> FORM EDGE, MAINTAIN 3" MIN. PL1 /2x32x2'-8" W/ 1 1 /2" <br /> CLEARANCE FOR POGO (4) 3/4"x6" HEADED STUD TYP <br /> » A � ANCHORS 8c (4) 5/8"x4" <br /> 16 Q� CORE . <br /> EMBED SCREW ANCHORS, <br /> REFLECTED PLAN CTR BELOW (E) HOLE <br /> _<;;-.. <br /> O�ER �APPED HO �E PATCH 3 NO �E I �1F1 �� WITHOUT E P PE 4 � <br /> SCALE: 1 "=1 '-0" 1 S68 S536 SCALE: N.T.S 1 S68 S536 . <br /> PIPE 4"� STD (E) HOLE COVER WHERE (E) SCREWS TO <br /> FILL W/ CONCRETE OCCURS. WHERE NO PIPE WA�, TYP. <br /> AND CROWN TOP. COVER, PROVIDE ROUND WHERE OCCURS <br /> PAINT SAFETY YELLOW PL1 /2 TO FIT WITHIN <br /> o PIPE - <br /> . � �: <br /> CROWN CONCRETE <br /> (E) OR (N) FINISH GRADE <br /> ASPHALT OR " <br /> CONCRETE PAVING <br /> 4 <br /> a � <br /> {E} STEEL HEADED (E) PIPE WALL <br /> ° a STUD ANCHORS <br /> a 1 /2" EXPANSION JOINT <br /> a WHERE CONC. OCCURS (E) SLAB <br /> a <br /> a <br /> � y. <br /> � CAST PIPE PL TO PL 5 16 - <br /> " a IN CONCRETE 5/16 <br /> a a <br /> a <br /> TYP PL 1 /4 <br /> a Q a TO PIPE � �4 PL5/8x4, TYP <br /> � <br /> a <br /> HOLE COVER <br /> 1 '-4" PL TO 5/16 <br /> COVER 5/16 <br /> COf� CRETE FI � �ED - BO ��ARD DETAI � � NO �E �1F �L WITH E PIPE � � <br /> SCALE: 1 "=1 '-0" S536 SCALE: 1 1/2"=1 '-0" 1 S68 S536 <br /> 3/4" CAP PL <br /> .,;:�.., <br /> - -:;� <br /> NOTE: � � PIPE 4 STD BOLLARD, CHIP BACK 2" OPENING PER PLAN CHIP BACK 2" <br /> LOCATE ANCHORS LOCATION PER ARCH <br /> 4" MIN. FROM SLAB Q DRILL & EPDXY <br /> JOINTS. � � I �4 @ 6" OC, <br /> A I I A 1 '-0" MIDHEIGHT OF SLAB <br /> I I <br /> � i (E) CONC. S.O.G. 2� CONC FILL <br /> a a 1 <br /> a <br /> � a ° .Q � o D D ° D � m gt', <br /> .� p a --- � D �� --- � <br /> ---- I Q I <br /> ---- <br /> — — — — — — �� �� � D � — — — — — — — � '. <br /> 1 1/2" <br /> TYP. � _ x : <br /> ,_ „ .�. .�. �� (E) S LAB � � „ <br /> PL1 /2x12x1 0 REINF �4 BARS @ 6 OC, <br /> W/ (4) 1 /2"� `— ¢ �t- E.W. <br /> THREADED ROD � � <br /> W/ 6" EMBED IN (E) WF BM, <br /> HILTI HIT—RE 500 TYP � � <br /> V3 EPDXY � �- <br /> i De enkolb 5�� 6 . <br /> � � SECTION A—A <br /> DEGENKOLB ENGINEERS gO�/O S U BM ITTAL <br /> 600 University Street, Suite 720 S T E E� B 0 ��A R D D ETA I S �A B P AT C H AT A C C E S S <br /> Seattle,WA 98101 <br /> 206.262,9240 Phone I S S U E D F O R P E R M I T �- � � � 2 <br /> 206.262.9346 Fax <br /> www.degenkolb.com 12 .20. � � SCALE: 1 "=1 '—�" S536 SCALE: 1 1�2"=1 '-0" 1 S68 S536 <br /> Project No.: 87735010.00 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED oaTE !� ACCEPTABILITY DRAWN DATE SUBTITLE EAST-WEST FRAME ELEVATIONS CURRENT REVISION SYMBOL /� DATE <br /> ����� 21666189 /—� 12.20.17 <br /> A 767 LONG ROAD PROGRAM 21666189 DEG KPS 12.20.17 ��"� N �,,5,,,�td`��'� THIS DESIGN AND/OR CHECKED COL. LINES G TO I, �7 LINE <br /> SHEET <br /> �� � �� SPECIFfCATION IS APPROVED ENGINEER TITIE <br /> BOE,�� � ,�°' ,'' � APPROVED BY DEPT. DATE S 5 3 6 <br /> � �� �- � x,;�� CHECKED <br /> 1 <br /> ;�,`�;'�'�,�� �E{�: 17��'%�t�` APPROVED B U I L D I N G 40-033 JOB N0. COMP N0. <br /> � 21666189 <br /> ������`=�L��'����� �� APPROVED DWG N0. <br /> STRUCTURAL MASTER COL. G—I/17 EVERETT, WA 40-033—S536 <br />