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<br /> � (E) 8" CMU WALL (TYP.)
<br /> FIN �INISH (TYP.) L8x6x1/2 LLH W/ 3/4"b A449 THICKENED EPDXY
<br /> (� �iI THREADED RODS INTO SLAB & -��- BELOW FRP TO PROVIDE -�--- (E) 8" CMU WALL
<br /> � �' " RADIUS RECOMMENDED TYP. �^ L8x6x1/2 LLH W/ 3/4"� A449
<br /> WALL C�716 O.C. USING ADHESIVE ( ` � � � I
<br /> , ANCHORAGE (6" EMBED), L MAY BE ' ' BY FRP VENDOR ' ' � � THREADED��RODS iNTO SLAB &
<br /> , INTERRUPTED AT DOORS, CMU ' FRP (6 KLF SHE4R WALL C�?16 O.C. USING ADHESIVE . .
<br /> „ - ' WALLS, CONC. COLS. & STEEL ANCHORAGE (6" EMBED), L MAY BE :
<br /> (E) 5/8 HIGH TENSILE COLS. TRANSFER) ' INTERRUPTED AT DOORS, CMU
<br />� INSERT AT DECK CORES � � » » " " »
<br /> , „ » » (E) 2 TO 4 CONC. (E) NEOPRENE (E) 2 TO 4 CONC.
<br /> 4 -0 O.C. M A X (T Y P) (E) 2 T O 4 C O N C. T O P P W G S L A B � � BEARING PAD , m � T O P P I N G S L A B (E) 5/8 HIGH TENSILE � � C O L SS, CONC. COLS. & STEEL
<br /> 7 0 P P f N G S I A B I N S E R T A T D E C K C O R E S,
<br /> � �1- (TYP.) .
<br /> 4'-0" O.G MAX. (TYP.)
<br /> � CONT. MC8X22.8 W/ -
<br /> ,�--.---
<br /> ��--�.� ..-.---.
<br /> � 3/4"� F1554 GR 105 � �I�I'�,a .� ��,^�s- �=:f==�---:-��-;� � 34� � , �� _,��� �
<br /> ANCHOR ROD �16 O.C. ��.. .�:a���.,. � � a � . .`'� : �. ' .. - . d lil' � � , .
<br /> THRU WALL TYP. SPLICE � � � � .'" .." , . . � � �
<br /> e��.
<br /> � �.--.� —s�,- Q �:: ,�,J. �'�+�' .F.e��J__a 3 j.e � �.�...L _ ,' I �, °.,A�;fr.
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<br /> AS NEEDED PER �° � I�I � ,. � �� �� . .+ �
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<br /> S-410 � _ _ _ �- (E) 12" HOLLOW CORE SLAB �
<br /> � � �____ . .
<br /> ' ..\ ......1___�_.. ...O. � ,
<br /> ,. � .. � .� d ....
<br /> ' (TYP. AT SECOND FLR) � � �2" HOLLOW - - � E 12" HOLLOW CORE SLAB
<br /> � ) � )
<br />� � FILL HOLES W/ ADHESIVE � 1/4" STIFF. R C� 16" O.C. (E) 12" CONC. CORE SLAB, TYP. ' 1/4" STIFF R@ 12" O.C.
<br /> �' ANCHORAGE TO MAKE CONT. L8x6x1/2 LLV & W/ 3/4"� WALL (TYP.) (E) 12" C.I.P. CONC. a � 1 4" STIFF R.! t� 12" O.C. ��
<br /> i WATER TIGMT SLAB WHERE OCCURS � CONT L8x6x1/2 LLV W/ 3/4 �
<br /> . � � A449 THREADED RODS INTQ SLAB �
<br /> N C�?16" O.C. USING ADHESIVE FRP (5 KLF SHEAR A449 THREADED RODS INTO
<br /> (E) RUSTICATION ANCHORAGE (8 EMBED). L MAY BE TRANSFER) L8x6x1/2 LLV EA. SIQE OF WALL & SLAB �12" �.C. USING
<br /> IN WALL INTERRUPTED BTWN GRIDLINES 1 & (E) CONC. BEAM � � � BEAM/WAL� W/3/4"�i A449 ADHESIVE ANCHORAGE (6" '
<br /> 2, OTHERWISE SPLICE AS NEEDED (SHOWN) OR WALL � � a � THREADED RODS INTO EMBED) SPLICE AS NEEDED
<br /> o BEAM/WALL �12" O.C.
<br /> �, (E) 12" CONC. WALL PER 2 USING ADHESIVE PER 2
<br /> .� (Np,� ANCHORAGE (6 EMBED) ,
<br /> � S-410 .
<br /> � S-410
<br /> • •o .
<br /> � NOT�:
<br /> o COAT EXTERIOR MC8x WITH PLASCUAT PER SPEC(FICATION 099600. GALVANIZE ANCHOR
<br />� �- RODS NUTS, AND WASHERS THAT HAVE EXPOSURE TO EXTERIOR PER ASTM A153.
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<br /> � � m A S ECTI O �l B S ECTI � f� C S ECTI 0 N D S ECTI O N .
<br /> W SCALE: 3/4"=1 '-0" SCALE: 3/4"=1 '-0" SCALE: 3/4"=1 '-0" SCALE: 3/4"=1 '-0" '
<br /> � S-100 S-100 S-100 S-100
<br /> ' � ' TYP � � EN DS, � .
<br /> m 5/16 SEE SHEEf H STIFFENER �S
<br />. NOTE 3 � JOINT IN L8x6 LI.V
<br /> �� 1/4"x 4'-0" ANCHORS
<br /> JOINT IN MC8 SPLICE R
<br /> `
<br /> � � � °' THICKENED EPDXY BELOW
<br /> � � � FRP TO PROVIDE RADIUS SLAB OVERHANG PAST 3/4»� A36 THREADED RODS � � � � � � � � � � � ' •
<br /> RECOMMENDED BY FRP
<br /> PERIMETER WALL TYP. C�?16 O.C. THRU SLAB. FILL - - - T JI_ _ - _ -II_ _ - - - IL - - - _ � �
<br /> ' ' VENDOR � ANNULAR SPACE W/ ADHESIVE
<br /> � FRP (12 KLF SMEAR (E� #q.pg ANCHORAGE �� J L6x4x1/2 LLV x 5'-4"
<br /> �; , I 3/8"x4" CONT. GALV, h' 3/4 � A36 THREADED RODS
<br /> � a TRANSFER) ,
<br /> ' '' (E) 2" TO 4" CONC. (E) CUT WHERE OVERHANGING � (E) 2" CONC. �16" O.C. EMBEDQED 6 3/4" SEE SHEET
<br /> ' � ' SI.AB REMOVED FOR ADJACENT TOPPING SLAB INTO SLAB USING ADHESIVE f SEE SHEET
<br /> � o � � � � TOPPING SLAB ANCHORAGE 5 �� 24" EA SIDE OF NOTE 3 5/16 2'-8" EA SIDE NOTE 3 �
<br /> � � � STAIR TOWER OR OPERATIONS (TYP. AT ROOF) JOINT IN MC8 OF JOINT
<br /> ° � BLDG. EAST EXPANSION � I
<br /> � � ' m •3� �-;-� - �i�-:� �= =:-_�,��_s>.r=-�-- �. ,F, ��� --�-- r�.����S� —�
<br /> � � ( �� �� � �� � 1 MCBx SP �lCE � ETAI � 2 �8x � SP �ICE DETAI �
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<br /> . a - . � .�as;' a ..�' : J:"� I ,,-�-`-� . -� � ..�I .. f ,�..' _ ' SCALE: 3/4"=1 '-0" _ SCALE: 3/4"-1 ,-0»
<br /> � � .��.� , ��:.:.,:.
<br /> . la'i.� � � a' 9 III,.-�1'.ur@�II .� •a:4
<br /> �`�'__`��c" ` i f L� � ,,-�:�—t
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<br /> � (E) GROUT � g , � �
<br />' ' FILL � I ( � (E) 8" HOLLOW CORE '� �
<br /> ,
<br /> �' (E) 12" MOLLOW � � SLAB (IYP. AT ROOF) ,
<br /> � CORE SLAB, TYP. (E) #5 CONT. � 1 _ 1/4" STIFF. R � 1/4" STIFF. �(' � ) •
<br /> � �� �� �� (E) 12'�,' CONC. E SECOND FLOOR (E) SECOND FLOOR
<br /> . o �, (E) 12 C.I.P. CONC. �� . � 16 O.C. (E) 8 INTERIOR � � C�? 16" O.C. WALL , SLAB PANEL SLAB PANEL
<br /> CMU WALL I � (E) 12" CONC.
<br /> � � SLAB WHERE OCCURS � '
<br /> o m CONT. L8x6x 1/2 LLV W/ � � L8x6x 1/2 W/ 3/4"�b A36 M�g I I L8x6 PER A D
<br />� � -� FRP (10 KLF SHEAR WALL I
<br /> � ;� TRANSFER) (E) #5�T 6 " ` SPLICE AS NEEDED PER 2 � ' THREADED RODS THRU WALL ' � �`¢' ' S-410 S-410
<br /> (E) 8" CMU WALL �16" O.C. USING ADHESIVE
<br /> - - - - - �
<br /> � W/ EXTERIOR FIN -��- -4 -�� ANCHORAGE 1 1/4" - - - -
<br /> � FINISH „ SPLICE! h' L8x6x1/2 PER A L6x4x1/2 LLV x 5'-4" .
<br /> 3/4 4� A36 THREADED ROD EMBEDQED � S-410 � .
<br /> 6 3/4" INTO GROUTED CELL OF CMU STIFFENER RS
<br /> WALL �16" O.C. USING ADHESIVE
<br /> ANCHORAGE PER � D
<br /> �,
<br /> 0° S-410 S-410 •
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<br /> N
<br />� N � E SECTIOf� � SECTIOf� � SECTI0 �1 ' H SECTIO �1 J S � CTI0 �1
<br /> `i SCALE: 3/4"=1 '-0" SCALE: 3/4"=1 '-0" SCALE: 3 4"=1 '-0" SCALE: 3/4"=1 '-0" _ SCALE: 3/4"=1 '-0"
<br /> � S-100 S-101 S-101 � —
<br /> . - i .. �
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<br /> . � � .
<br /> � � . .
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<br /> � �� o � SHEET NOTES : o �
<br /> �' � � tD 1. USE NONDESTRUCTIVE MEANS TO L.00ATE AND AVOID CUITING REINFORCING tN WALLS AND REINFORCING AND o � �
<br /> TENDONS IN HOLLOW CORE SLAB PRIOR TO DRILLING HOLES. ADJUST HOLE LOCATIONS AS NEEDED f 1/2". z � '
<br /> �, � .
<br /> , m = � o
<br /> m � 2. SEE DEMOLITION PLANS FOR REMOVAL, REMOVAL AND REPLACEMENT, OR RELOCATION OF FLOOR FINISHES, ROOFING, Z '-' �
<br /> � Y AND MEP AS NEEDED TO ACGESS THE BARE CONCRETE AND CMU FACES SHOWN ON THESE DETAILS. `-' w Q
<br /> o � U Y 3. ALL WELDS SHOWN ON THIS SHEET ARE PART OF THE SEISMIC FORCE RESISTING SYSTEM AND SHALL USE FILLER o � Q
<br /> M E T A L S P E R S T R U C T U R A L S T E E L N O T E 3 O N S H E E C S-0 0 1 A N D R E C E I V E N O N-D E S T R U C T I V E T E S T W G P E R C H A P T E R � c�
<br /> . ' J ''OF AISC 341-10. � �' �
<br /> � _
<br /> . � v
<br /> � � •
<br /> Scale: Drawing No.
<br /> � ' �� O � ��� ����
<br /> C 01�08�16 ISSUED FOR PERMIT � . F� Horiz: AS SHOWN
<br /> � pg FIA�.jf.rj�. Vert: As sHowN , WFP OPERATIt�NS BUILDING
<br /> B 1 2/1 5/1 5 9 0� S E f I S S U E D F O R C I T Y R E V I E W �,� '��t G' s - 4- 1 O •
<br /> � ���' ' KwFed ey: S E I S M I� R E T R O F I T S E C T I O (�I S A N D D E T A I �S
<br /> , � A 11/05/15 50� SET ISSUED FOR CITY REVIEW �,� P V �L 1 C W O R K� ' .
<br /> g N0. DATE APRVD REVISION J- l �?spected ey: � — � S H E ET 1 sheet No.
<br /> � c, °' PLANS ISSUED FOR• 43+� -�--- EVERETT
<br />� o � �. . L ��� w.o. �o.: / .��;���.
<br /> = o �- BID C4NST AS—BLT : r�L � Date: � ��I LI�� ES DE�AR�M�NT ��,
<br /> . � n X
<br /> DATE APRVD ACTION: DATE APRVD ACTION: DATE A P RV D A C T I O N: 09-11 -15 Of Total
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